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Home My WebLink AboutZero Rise Study July 2008Kimley-Horn and Associates, Inc. June 18, 2008 Alan Gibbs, P.E. Assistant C ity Engineer City of College Station 11 01 Texas Avenue College Station, TX 77842 Subject: Zero Rise Study 2818 Place Student Housing -Phase II City of College Station, Texas Dear Mr. Gibbs, On behalf of Place Properties, Kimley-Hom and Associates Inc. (KHA) has performed a zero rise study for phase two of the 2818 Place Student Housing development located on Harvey Mitchell Parkway no1ih of Holl eman. The purpose of this study is to document the results of a hydraulic analysis for the proposed stru ctures to be placed in th e channel of an uru1amed tributary to White Creek. The proposed strnctures are 3 -9-foot by 6-foot (width by height) reinforced concrete box culve1is (RCB) located on the main stem of the tributary and 2 -10-foot by 5- foot RCB's located on a side tributary. Box Culve1i "A' and "B'' plan sheets provide detai led plans fo r each of the proposed improvements and are attached to this letter. The proposed encroachments on the floodway are necessary for this project to allow a fire lane and ace ss road to serve the portion of the property located on the west side of the creek. Without the access d1i ves, the western po1iion of the property would not be accessible to a public right-of-way and would result in an undue hardship by denying the properly owner reasonable use of th e land. A drainage repo1i entitled Floodplain Analysis for a Proposed Student Housing Complex and Letter of Map Revision Request was submitted b Dodson & A ~so iat s, Inc. t the 'ily of allege Station on April , 2007 <lnd l<lter accepted by FEMA (effecti ve May 22, 2008). The drain<lge report presents existing and proposed concliditons hydrologic analysis and an ex isting condition hydraulic analysis fo r an unnamed tributary to White C reek and three tributaries to th e unnamed tributary to White Creek. This analys is is the basis fo r th e hydrology used in KI--TA's current analysis of proposed improvements . • TEL 979 846 8401 FAX 979 846 8450 • Suite 105 111 University Drive East College Station, Texas 77840 Ki mley-Horn and Associates, Inc. Dodson & Associates also submitted zero rise analysis in Novemeber 2007 and later in May 2008 fo r improvements on the main channel associated with phase one of the 2818 Place Student Housing proj ect. KHA has utilized the latest no ri se analys is modeling as the bas is for the cu1Tent proposed hydraulic modeling. Thus the model used in this analysis contains all of the appro ved improvements made to the unnamed tributary to White Creek constructed with phase one of th e 28 18 Place development. The as-built modeling inclu ded with the LOMR request was util ized as the effective model fo r th e improvements proposed to Tributary l. The cun-ent hudraulic analysis has been completed using the US. AI111y Corps of Engineers HEC-RAS software program version 3.1 .3 . The analysis compared water surface elevations for the l 00-year stom1 event from existing conditions to propo ed conditions. KHA has made the fo ll owing modi fications to the effective model in order to create a revised-effective model: Main Stem -Unnamed T rib utary to White Creek • KH A added cross sections 4019 and 4066 on the ma in stem to provide upstream and downstream cross sections for the culverts. • KHA eliminated interpolated cross secti ons between stations 3965 and 4207 on the main stem Tributary 1 -Tributary to Unnamed Tributary to White Creek • KHA updated geometry of cross sections 728, 896, and 10 87 based on new topographic field data. • KHA eliminated cross section 802 and replaced it with cross sections 767 and 812 to provide upstream and downstream cross sections fo r the cul verts. The proposed culve1i structures and associated grading improvements were inse1i ed into the proposed cond itions model and compared again st the revised-effective model. T he results of this comparison for the main channel are summarized on Tables 1 and 2 attached to this letter and indicate that the proposed encroachm ents do not result in an increase in the 100-year floodplain elevation from ex isting conditions. Digital copi es of the HEC-RAS models used in th is analysis are inclu ded with this letter. Kimley-Horn and Associates, Inc. Exhibits detailing the proposed cul vert crossings as well as the HEC-RAS output are attached to thi s letter. If you have any questions or concerns regarding these comments, please feel free to contact me at 979-846-840 I. Very truly yours, KIMLEY-HOR A D ASSOCIATES, I C Associate Kimley-Horn and Associates , Inc. a e --ear • oo p am • eva t1on T bl 1 100 Y rI cl I . El c ompan son -]\ 'lain Stem Effective Revised Proposed Difference Cross Secti on Effecti ve Revised Name Floodplain Floodplain Floodplain Effective vs. Eleva tion Elevation Elevation Proposed 5165 288.96 288.97 288.97 0 5114 288.83 288.84 288.84 0 5024 288.19 288.20 288.19 -0 0 I 4906 287.73 287.75 287.73 -0.02 48 18 287.56 287.57 287.55 -0.02 4716 287.07 287.08 287.05 -0.03 4547 285.98 285.99 285.85 -0.14 4456 285.67 285.69 285.4 5 -0.24 440 1 285.33 285.36 284.97 -0.39 4289 285.08 285.12 284.61 -0.5 1 4207 284.5 1 284.58 283 .45 -1.13 4106 282.52 282.87 282.17 -0.70 4066 -282.68 282.30 -0.38 4029 ---- 4019 --28 1.08 28l .09 0.0 1 - 3965 280.88 280.88 280.88 0 3915 280.96 280.96 280.96 0 3914 28 0.93 280.93 280.93 0 T able 2 -1 00 Y C I -ear ianne I V I . C e oc1ty ompanson -M. S am tern Effective Revised Proposed Difference Cross Section C hannel Effective Channel Revised ame Velocity Channel Velocity Effective vs. Velocity Proposed 5165 3.19 3.18 3.1 9 0.0 1 511 4 4.19 4.20 4.20 0 5024 6.57 6.58 6.60 0.02 4906 5.15 5.15 5.18 0.03 48 18 4.65 4.65 4.68 0.04 4716 5.63 5.64 5.70 0.06 4547 6.2 1 6.24 6.48 0.24 4456 5.50 5.53 6.00 0.47 ·,~ -1-1 0..1 -5.60 5(1()-·-~ I) :\-I ,-_Q__..:! __._....__ '"' , __ 4289 4. 19 4.19 -1.73 0.54 -----4207 6.15 6.15 8.26 -2. I I 4 106 8.90 8.9 0 6.70 -2.20 4066 6.6 1 6.61 4.50 -2.1 1 4029 ---- 40 19 9.12 9.16 6.46 -2.70 3965 5.55 5.55 5.55 0 39 15 2.10 2.10 2.10 0 39 14 2.46 2.46 2.46 0 Kimley-Horn and Associates, Inc. T bl 3 100 Y Fl d l . El C a e -ear ' oo p am ' evat1on ompan son -Tributary 1 Effec ti ve Revised Proposed Difference Cross Section Effective Revised Na me Floodplain Floodplain Floodplain Effective vs. Ele vation Elevation Elevation Proposed 154 1 299 .83 299.86 299.86 0 1487 299.57 299.63 299.63 0 1408 299.17 299.32 299.32 0 \-12 12 :!.99 .07 -29) 54 ~9 ---0 0 I --).)) .. .f 1087 298 .59 293 .23 292.64 -0.59 896 293.54 292.23 292.20 -0.03 812 -292 .17 292.17 0 802 293.09 --- 767 -292.17 292.01 -0.16 728 292.79 292.14 292.04 -0.10 605 29 1.1 4 29 1.14 29 1.1 2 0 396 290 08 290.08 290.08 0 247 288.27 28 8.27 288.27 0 154 287 .97 287.97 287.97 0 81 287.1 1 287.1 I 287.1 I 0 24 285.92 285.92 285.92 0 T bl 4 100 Y Cl a e --ea r rnnne I V l . C e oc1ty om pan son -T "b n utary 1 Effective Revised Proposed Difference Cross Section Effective Revised Name Channel Chan nel Chanel Effective vs. Velocity Ve locity Velocity Proposed 154 1 3.13 3.13 3.13 0 1487 2.69 2.6 1 2.62 0.0 1 1408 2.53 2.53 2.54 0.0 1 1212 6.19 6.19 6.14 -0.05 IIT87 --:Z.SJ ,J ·83 >- -" 2. 70 ' 0:87 896 2.44 , 3.19 2.26 -0.93 812 -2.08 2.14 0.06 802 3.30 --- 767 -1.08 2.58 -l.50 728 3.24 1.2 8 1.09 -0.19 605 7.36 741 7.36 -0.05 --396 3.05 ..J .05 3.05 0 247 6.54 6.54 6.54 0 154 2.67 2.67 2.67 0 81 6.47 6.47 6.48 0.0 1 24 5.32 5.32 5.32 0 Unnamed Tributary to White Creek Existing Conditions HEC·RAS Plan: Main Stem River. Main Stem Reach: Unnamed Tributar Profile: 1% Reach River Sta Profile OTotal Min Ch El W.S. Elev CritW.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chi (cfs) (ft) (ft) (ft) (ft) (ft/ft) (ft/s) (sq ft) (ft) Unnamed Tributar 8278 1% 323.00 297.07 301.72 300.55 301.98 0.012521 4.09 79.93 37.12 0.<48 Unnamed T ributar 8201 1% 323.00 296.62 300.71 299.69 301.09 0.010295 5.03 68.38 27.78 0.52 Unnamed Tributar 8144 1% 323.00 294.83 300.44 298.61 300.66 0.004673 3.75 93.04 36.12 0.35 Unnamed Tributar 7995 1% 323.00 293.65 299.65 297.75 299.87 0.006088 3.80 85.09 28.40 0.39 Unnamed Tributar 7943 1% 323.00 294.00 299.65 295.71 299.72 0.001027 2.06 157.07 30.59 0.16 Unnamed T ributar 788<4 Culvert Unnamed Tributar 7794 1% 323.00 294.00 299.62 295.51 299.66 0.000692 1.73 186.82 36.76 0.14 Unnamed T ributar 7588 1% 400.00 291.67 299.17 296.28 299.35 0.002937 3.3<4 126.71 48.56 0.28 Unnamed Tributar 7448 1% 400.00 292.28 298.12 296.89 298.56 0.013305 5.33 75.99 37.42 0.55 Unnamed Tributar 7406 1% 400.00 291.98 298.33 295.15 298.36 0.000725 1.82 319.37 104.44 0.15 Unnamed Tributar 7405 1% 400.00 291.98 298.30 295.27 298.36 0.005358 2.16 261.94 106.93 0.14 Unnamed Tributar 7<404 1% 400.00 291.98 298.30 295.27 298.35 0.005397 2.17 261.19 106.75 0.15 Unnamed T ributar 7403 1% 400.00 291.98 298.31 295.15 298.35 0.000735 1.83 318.84 105.88 0.15 Unnamed Tributar 7331 1% 400.00 291.83 298.00 295.98 298.21 0.005471 3.69 108.30 35.09 0.37 Unnamed T ributar 7154 1% 481.00 291.36 296.47 295.39 296.83 0.010987 4.88 109.25 63.25 0.53 Unnamed Tributar 7083 1% 481.00 290.77 296.17 294.77 296.32 0.003990 3.52 215.23 13<4.19 0.33 Unnamed Tributar 6863 1% 481.00 288.88 296.05 293.45 296.06 0.000755 1.66 565.84 225.90 0.14 Unnamed Tributar 6650 1% <481.00 289.45 295.95 291.77 295.99 0.000<449 1.60 381.57 189.24 0.12 Unnamed Tributar 6<480 1% 856.00 289.95 295.25 294.21 295.66 0.009058 5.40 199.89 96.11 0.50 Unnamed Tributar 6311 1% 856.00 286.69 294.00 291.52 294.46 0.006226 5.54 174.98 80.30 0.42 Unnamed Tributar 6244 1% 856.00 287.21 293.91 291.37 294.10 0.003070 3.65 291.44 126.09 0.30 Unnamed Tributar 6200 1% 856.00 287.11 292.99 292.65 293.80 0.018570 7.94 160.43 85.04 0.70 Unnamed Tributar 6033 1% 856.00 286.26 291.76 290.84 292.08 0.008390 5.72 261.38 110.12 0.48 Unnamed Tributar 5862 1% 856.00 285.6<4 291.14 290.44 291.30 0.0066<44 4.06 400.71 291.43 0.41 Unnamed Tributar 5776 1% 856.00 286.71 290.69 290.21 290.92 0.009555 5.18 371.84 324.21 0.50 Unnamed Tributar 5563 1% 856.00 282.61 290.10 288.39 290.26 0.004439 4.55 407.46 247.84 0.3<4 Unnamed Tributar 5435 1% 856.00 282.87 289.23 287.89 289.70 0.009311 5.88 199.18 101.97 0.49 Unnamed Tributar 5286 1% 856.00 281.65 289.24 286.91 289.29 0.001352 2.6<4 663.39 249.6<4 0.20 Unnamed Tributar 5165 1% 856.00 280.74 288.96 286.91 289.06 0.002745 3.19 444.29 189.03 0.27 Unnamed Tributar 5114 1% 1156.00 280.27 288.83 286.92 288.97 0.002736 4.19 568.59 196.82 0.28 Unnamed Tributar 5024 1% 1156.00 281.48 288.19 287.16 288.65 0.009531 6.57 292.46 196.25 0.49 Unnamed Tributar 4906 1% 1156.00 280.83 287.73 286.20 287.98 0.005733 5.15 •06.16 204.46 0.39 Unnamed Tributar <4818 1% 1156.00 280.88 287.56 285.69 287.7• 0.003639 4.65 486.83 213.33 0.3<4 Unnamed Tributar <4716 1% 1156.00 279.76 287.07 285.77 287.38 0.006<498 5.6<4 367.87 142.79 0.42 Unnamed Tributar <4547 1% 1156.00 277.98 285.98 284.23 286.49 0.007360 6.24 255.44 100.82 0.46 Unnamed Tributar 4456 1% 1156.00 277.31 285.67 284.3<4 285.96 0.005004 5.54 397.02 142.21 0.37 Unnamed Tributar 4401 1% 1238.00 277.23 285.33 283.62 285.71 0.005807 5.66 3<41.15 119.48 0.41 Unnamed Tributar •289 1% 1238.00 276.3<4 285.08 281.51 285.32 0.002570 <4.24 427.54 146.81 0.29 Unnamed Tributar 4207 1% 1238.00 276.60 284.51 282.75 285.01 0.007232 6.26 281.95 98.10 0.46 Unnamed Tributar •100.15· 1% 1238.00 276.42 284.35 282.73 284.90 0.007722 6.51 267.12 92.35 0.48 Unnamed Tributar 4173.33" 1% 1238.00 276.23 284.17 282.67 284.77 0.008402 6.77 252.69 85.29 0.51 Unnamed Tributar 4156.5. 1% 1238.00 276.04 283.97 282.62 284.6<4 0.009247 7.04 239.39 81.31 0.53 Unnamed Tributar 4139.66. 1% 1238.00 275.86 283.73 282.53 284.48 0.010532 7.40 223.81 81.58 0.56 Unnamed Tributar 4122.83. 1% 1238.00 275.67 283.42 282.43 284.30 0.012596 7.87 205.56 83.98 0.61 Unnamed Tributar 4106 1% 1238.00 275.49 282.52 282.32 283.97 0.024901 9.84 145.52 6<4.55 0.82 Unnamed Tributar <4088.37" 1% 1238.00 275.00 282.21 281.84 283.49 0.023684 9.27 155.73 77.48 0.79 Unnamed Tributar 4070.15· 1% 1238.00 275.00 281.92 281.52 283.06 0.020946 8.75 162.76 61.54 0.75 Unnamed Tributar 4053.12· 1% 1238.00 275.00 281.53 281.31 282.67 0.023947 8.79 162.77 69.69 0.79 Unnamed Tributar 4035_5· 1% 1238.00 275.00 281.39 280.75 282.25 0.016<463 7.70 193.05 80.32 0.67 Unnamed Tributar 4017.87" 1% 1238.00 275.00 281.15 280.3<4 281.95 0.015836 7.36 196.13 87.51 0.65 Unnamed Tributar 4000.25. 1% 1238.00 275.00 281.11 279.72 281.66 0.009920 6.22 238.75 93.33 0.53 Unnamed Tributar 3982.62. 1% 1238.00 275.00 280.98 279.62 281.48 0.009450 5.96 250.80 85.75 0.52 Unnamed Tributar 3965 1% 1238.00 275.12 280.88 279.42 281.31 0.007931 5.55 273.82 101.02 0.48 Unnamed Tributar 3915 1% 1238.00 273.23 280.96 276.29 281.02 0.000808 2.10 6<48.77 156.06 0.16 Unnamed Tributar 3914 1% 1238.00 273.23 280.93 276.56 281.02 0.002075 2.46 549.43 132.09 0.19 Unnamed Tributar 3912 1% 1238.00 273.24 280.92 276.57 281.01 0.000963 2.51 549.63 132.65 0.19 Unnamed Tributar 3911 1% 1238.00 273.25 280.94 276.32 281.01 0.000376 2.14 6<48.80 157.21 0.17 Unnamed Tributar 3893 1% 1238.00 273.31 280.90 276.43 281.00 0.000424 2.45 559.88 122.90 0.18 Unnamed Tributar 3805 1% 1238.00 272.93 280.79 277.92 280.93 0.001828 3.61 612.90 222.01 0.25 Unnamed Tributar 3617 1% 1238.00 272.05 279.29 278.29 280.16 0.013270 7.89 192.22 56.38 0.63 Unnamed Tributar 3531 1% 1238.00 271.67 278.30 277.17 279.05 0.013118 8.32 222.02 59.78 0.6<4 Unnamed Tributar 3388 1% 1238.00 269.87 277.94 274.91 278.17 0.002585 3.85 3<40.15 69.99 0.29 Unnamed Tributar 3208 1% 1238.00 268.60 276.53 275.41 277.32 0.014003 8.99 227.04 61.61 0.6<4 g c 0 ".ii > QJ w 305 300 295 290 285 280 275 ---.. / 270 ; i ............ 1 i \I / '-1 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Main Stem Unnamed Tributar ,.. /.f-·-···+-,-·--·~,-·/,,., .... ~·"// ._,/;t-.......... "'/ .. ·· .. ·· 265+-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 1000 2000 3000 4000 5000 6000 Main Channel Distance (ft) Legend EG 1% ws 1% Crit 1% Ground Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 ·r .1 .1 1 )I 325 0 Legend 325 0 Legend 6 6 ----------------------·················· 320 EG 1% 320 EG 1% ws 1% ws 1% 315 Crit 1% 315 Crit 1% g g c Ground c Ground 0 0 310 -~ 310 • ~ • > Bank Sta > Bank Sta Ql Ql w w 305 305 300 300 295 295 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station {ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 3251 .1 .1 .1 .1 0 Legend 325 0 Legend 6 6 320 EG 1% 320 EG 1% WS1% ws 1% 315 315 Crit 1% g Crit 1% g c 310 Ground c 310 Ground 0 • .Q • ~ Bank Sta -ro Bank Sta > 305 > 305 Ql Ql w w 300 300 295 295 290 290 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 Added cross section for culvert crossing 320} Legend ,.._----.1 , . .1 --- 0 6 -------------------- 315 EG 1% ws 1% 310 g Crit 1% c Ground 0 305 ~ > • Bank Sta w 300 295 290-+-~-~~-~~-~~-~~~-~~-~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft ) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 2 -12' x 7' Culverts Legend y 1 ~ .1 320 6 315 EG 1% WS1 % 310 Crit 1% g c Ground • Bank Sta 0 305 ~ > w 300 295 290 0 100 200 300 400 500 600 700 800 Station (ft) g c 0 ~ > w g c .Q (ij > w Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 2 -12' x 7' Culverts .1__,. .1 320 0 Legend 6 ·------·············· 315 EG 1% ws 1% 310 Crit 1% Ground 305 • Bank Sta 300 295 290-+-~-~~-~~-~~~~~~-~~-~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 320 -----.1-------~-.1 ---~i 0 6 315 310 305 300 295 +· 290-+--.----,--,.--,----,--,.--,--,.--,.--,--,.--,.--,--,.--,.-~ 0 100 200 300 400 500 600 700 800 Station (ft) Legend EG 1% ws 1% Crit 1% Ground • Bank Sta g c 0 ~ > w g c 0 ~ > w Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 320 -----'i ~I ---· 1 --~ 0 6 315 310 305 300 295 290 -+-~~~-,-~~~~~~.-~~~-,-~~~~~~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 I, .1---.1 3201 0 6 Legend EG 1% WS1% Grit 1% Ground • Bank Sta Legend ---------·-··-··-···· 315 EG 1% ws 1% 310 Grit 1% Ground 305 • Bank Sta 300 295 290 0 100 200 300 400 500 600 700 Station (ft) g c .Q (ii > w g c .Q (ii > w 320 315 310 305 300 295 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Legend EG 1% ws 1% Grit 1% Ground • Bank Sta 290 -t-T-r-~.-.-,-~.-.-,-.,--,---,,-,-.,--,--,-,-,-.,--,-,-.--,--,.-,.-,--~.,...-,~ 320 315 310 305 300 295 290 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ,...._._ __ .1 -----<>< . r--1 _ __.,. 0 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Grit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 .1 ,. .1__, .1 .r--.1 320 0 Legend 320 0 Legend 6 6 ·······-------------------------------- 3151 EG 1% 31 5 EG 1% WS1% ws 1% 310 Crit 1% 310 Crit 1% g g c Ground c Ground 0 305 0 305 .'cii • ~ • > Bank Sta > Bank Sta Q) Q) w w 300 300 295 295 290 290 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 -.1 I .1 .1 , I 320 0 Legend 320 Legend 6 ---------------------.................. 315 EG 1% 315 EG 1% WS1 % ws 1% 310 Crit 1% 310 Crit 1% g g c Ground c Gro-und 0 305 0 305 ~ • ~ • > Bank Sta > Bank Sta Q) Q) w w 300 300 295 295 290 290 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 3201 01 .1 Legend 6 ------------------- 315 EG 1% ws 1% 310 Crit 1% g c: Ground 0 305 ~ • > Bank Sta Q) w 300 295 290 0 100 200 300 400 500 600 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ----.1----.0+-.1 Legend 320 --------------····--- 315-EG 1% ws 1% 310 Crit 1% Ground g 305 c: • Bank Sta Q -ro > 300 Q) w 295 290 285 0 100 200 300 400 500 600 700 Station (ft) 320 315 310 g c: 305 .Q -ro > 300 Q) w 295 290 285 320 315 310 g c: 305 0 ~ > 300 Q) w 295 290 285 Unnamed Trib to White Creek . Plan: Main Stem -Existing Conditions 7/17/2008 "'-----.1 --1---.1---0 6 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 0 100 .1 --------;, 6 !<fl(---.1 ---~ 6 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Legend EG 1% ws 1% Crit 1% Ground • Bank Sta 320 315 310 g 305 c 0 -~ > 300 Q) [jJ 295 290 285 320 315 310 g 305 c 0 -~ > 300 Q) [jJ 295 290 285 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 0 100 200 300 400 Station (ft) 0 6 --.1 ----1 500 600 700 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% WS1% Grit 1% Ground • Bank Sta Legend EG 1% ws 1% Grit 1% Ground • Bank Sta g c 0 ~ > Q) [jJ g c 0 ~ > Q) [jJ Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 320 --+o+-.1--1 315 310 305 300 295 290 285-t-.rr-T-r-.-~~,...,-~-.-.,-,--.-~~c-r-~-.-.,-,--.-~~c-r-~-, 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Legend EG 1% ws 1% Grit 1% Ground • Bank Sta ~-.--.--.--.--.1 -.--.--.--.--.-~1 .r-.--.--.--.-.1 -.--.--.--.--... 320 ~ ~L-e_g_e_n_d~ 310 305 300 295 290 285-+-.~T-r-.-~~~~-.-T-r-.-~~~~-.-T-r-.-~~~~-, 0 100 200 300 400 500 600 700 Station (ft) EG 1% ws 1% Grit 1% Ground • Bank Sta g c 0 ~ > Q) w g c 0 ~ > ~ w 320 315 310 305 300 295 290 285 315 310 305 300 295 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 0 .1 0 6 -.,.-~~-~~-~~-~~-~~~--~~ 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ~i<.-----.1 ____ ., ,. ______ 1 _____ _,,. 6 2901 285 - 280-+-~~~~~~~~~~~--~1~·~~-·~1~~~~~ 0 200 400 600 800 1000 Station (ft) Legend EG 1% WS1% Grit 1% Ground • Bank Sta Legend EG 1% ws 1% Grit 1% Ground • Bank Sta g c 0 ~ > Q) w g c Q -ro > Cl> w Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 315 310 305 300 295 290 285-+-~-~~~-~~-~~~-~~-~~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 315~ .... (----.1 -----'l<)l~l<f----.1 __ __,.. 310 305 300 295 290 285 280-+--~~~~~~~~~~-~--~--~--~ 0 200 400 600 800 1000 1200 Station (ft) Legend EG 1% ws 1% Grit 1% Ground • Bank Sta Legend EG 1% ws 1% Grit 1% Ground • Bank Sta g c 0 -~ > Q) w g c .Q o; > Q) w Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7117/2008 315 ~-----.1 ------~!<Z(---.1 6 310 305 300 295 290 285 280 0 200 400 600 800 1000 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 305! .1 .1 , 0 6 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Legend ----------------- EG 1% 300 ws 1% Crit 1% 295 Ground • Bank Sta 290 285 280 0 100 200 300 400 500 600 700 Station (ft) 315 310 305 g 300 c 0 ~ > 295 Q) w 290 285 280 305 300 g 295 c 0 ~ > Q) 290 w 285 280 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ---.1---?>I r--1-, 0 6 0 200 400 600 800 Station (ft) 1000 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 f-·1 .1 0 6 -------···-·········- 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% WS1% Crit 1% Ground • Bank Sta Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 k-.1 .1 310 Legend ·················· 305 EG 1% WS1% 300 Crit 1% g c Ground 0 295 ~ • > Bank Sta Q) w 290 -+··-·-""". 285 280 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 .1, I 1 305 0 Legend 6 300 EG 1% ws 1% 295 Crit 1% g c Ground 0 290 • ~ > Bank Sta Q) w 285 280 275 0 100 200 300 400 500 600 700 Station (ft) g c 0 :; > Q) w g c .Q -ca > Q) w Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 31of ·1 -1~ .1 Legend 305 300 295 290 285 280 305 300 295 290 285 280 275 ·------------······ EG 1% ws 1% Crit 1% Ground • Bank Sta 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 "'----.1 ----"')! 0,.__ ______ 1 ------ 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem - Existing Conditions 7/17/2008 .1 Jr---1 I . . 305 0 Legend 6 300 EG 1% WS1% 295 Grit 1% g c Ground 0 290 • ~ > Bank Sta QJ w 285 280 275 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 ~ 01 .1 )I 305 6 Legend ----------------- 300 EG 1% ws 1% 295 Grit 1% g c Ground 0 290 ~ • > Bank Sta QJ w 285 280 275 0 100 200 300 400 500 600 700 Station (ft) 305 300 295 g c .Q 290 ;;; > QJ w 285 280 275 305 300 295 g c 0 290 ~ > QJ w 285 280 275 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7 /17 /2008 l+-----.1 ____ __,. -----.1----.... 0 100 200 0 6 300 Station (ft) 400 500 600 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7 /17 /2008 ----.1---- 0 100 200 0 6 ~-----.1 -----~ 300 400 500 600 Station (ft) Legend EG 1% ws 1% Grit 1% Gro-und • Bank Sta Legend EG 1% WS1 % Grit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 I I 1 I 305 0 Legend 6 ---·----------------- 300 ~ EG 1% ws 1% 295 Crit 1% g c Ground 0 290 ~ ~" • > Bank Sta Q) w 285 -------------- 280 275 0 100 200 300 400 500 600 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 1 --~J .1 305 . 01 Legend 6 -·······------------- 300 EG 1% WS1 % 295 Crit 1% g c Ground 0 290 "<ii ~ • > Bank Sta Q) w 285 280 275 0 100 200 300 400 500 600 700 Station (ft) 305 300 295 g c .Q 290 iii > Q) w 285 280 275 305 300 295 g c .Q 290 iii > Q) w 285 280 275 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 ----...)1 6 ,.._ ____ .1 ____ _.,, 6 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 0 100 200 0 6 300 400 Station (ft) 500 600 700 Legend EG 1% WS1% Crit 1% Ground • Bank Sta Legend EG 1% WS1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 I I .1 , .1 .1( .1 )I 305 1 · 305 0 Legend 0 Legend 6 6 ---------------·-···· ..................... 300 EG 1% 300 EG 1% ws 1% ws 1% 295-Crit 1% 295 Crit 1% g g c Ground c Ground 0 290 0 290 ·~ • ~ • > Bank Sta > Bank Sta QJ Q) w w 285 285 280 280 275 275 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 r .1 .1 .1 305 0 Legend 305 0 Legend 6 6 ---------------------····--·-·--········-· ' 300 \ EG 1% 300 EG 1% ws 1% ws 1% 295 Crit 1% 295 Crit 1% g g c Ground c Ground 0 290 0 290 ~ • ~ • > Bank Sta > Bank Sta Q) Q) w w 285 285 '"L 280 275 275 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 or .1 305 Legend 6 ·····--·------------- 300 '\ EG 1% ws 1% 295 g Crit 1% c Ground 0 290 ~ • > Bank Sta Q) w 285 280- 275 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 I .1 )I I . 305 0 Legend 6 ·············-······· 300 EG 1% ws 1% 295 \ Crit 1% g c Ground 0 290 -~ • > Bank Sta Q) w """ 285 ""· 280 275+-~-~~~-~~-,......,.~~-~~~~~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) 305 300 295 g c .Q 290 -ro > Q) w 285 280 275 305 300 295 g c 290 0 -~ > Q) w 285 280 275 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 -----.1 ----~ . r-----.1 -----0 6 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7 /17 /2008 .1 . I( .1 0 Legend 6 -----------······· EG 1% ws 1% Crit 1% Ground • Bank Sta 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem - Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 .1 .1 .1 al 305 Legend 305 0 Legend 6 6 300 \~ EG 1% 300 EG 1% WS1% ws 1% 295 Grit 1% 295 Grit 1% g g c Ground c Ground 0 290 0 290 ·~ • ~ • > Bank Sta > Bank Sta Q) Q) w w 285 285 280 280 275 275 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 Station (ft ) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ~~---.1--+-.06 -++-.1 ___, .1 .06 -+1+ 1--1 305 Legend 305 Legend 300 EG 1% 300 EG 1% WS1% ws 1% 295 295 g Grit 1% g Grit 1% c 290 Ground c 290 Ground 0 .Q ·-; • c;; • > 285-Bank Sta > 285 Bank Sta Q) Q) w w 280 280 275 275 270 270 0 200 400 600 800 0 200 400 600 800 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 .1 .04 .1 ___, .1 .04 -+ .1 305 Legend 305 Legend -------------------..................... 300 EG 1% 300 EG 1% WS1% ws 1% 295 295 g Crit 1% g Crit 1 % c 290 Ground c 290 Ground 0 .Q ~ • ro • > 285 Bank Sta > 285 Bank Sta QJ QJ w w 280 280 275 275 270 ,--......--....,----,--1 270 0 200 400 600 800 0 200 400 600 800 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem - Existing Conditions 7/17/2008 Unnamed Trib to White Creek Plan: Main Stem - Existing Conditions 711712008 ---.1 :-.04 , .1. I .1__, .1 . ~1f-.08 .1--i 300 1 1 Legend 305 0 Legend 6 ···-----------------------------------· 295 EG 1% 300 EG 1% ws 1% ws 1% 295 290 Crit 1% Crit 1% g g c Ground c 290 Ground 0 285 0 ~ • ~ • > Bank Sta > 285 Bank Sta QJ QJ w w 280 280 275 275 270 270 0 200 400 600 800 0 200 400 600 800 1000 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 .1 1 · .1 320 0 Legend 6 -···················· ''°1 EG 1% WS1 % Crit 1% g 300 c Ground 0 ·~ • > Bank Sta QJ 290 w 280 270 -t-.-,-~·~~~~~~~~~~~~~~~~~~~~ 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/1712008 ''°1 -.1 .0 Legend --------------------- EG 1% 300 WS1% g 290 Crit 1% c Ground .Q • (ii > Bank Sta QJ 280 w 270 260 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 ----.1 ----i. -----.1 ----~ 320 0 6 310 g 300 c .Q (ii > QJ w 290 280 270 +--~--,--,--~--,--,---,---,--,---,-~--,---,-~--r--, 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Existing Conditions 7/17/2008 -----.1 ____ ..,. ,.. _____ .1 ----~ 305 6 300 295 g 290 c .Q 285 (ii > QJ w 280 275 270 265 0 200 400 600 800 1000 Station (ft) Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Legend EG 1% ws 1% Crit 1% Ground • Bank Sta PROJECT Project Project Run [•ate x x Xi::-:~:~>:~ z '· DJ..T.;::. HEC-RAS Version 3.1. 3 May 21)1)5 ll.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California xxxxxx xxx:i!'. xx xx x x x x x x zzxx x:<x xx xx x x '· x x x xxxxxx >'.XX>: x .. Tl tle: l.lnnarned Tr1b to i·ihi te Cree~: File Main Stern.pr) and Time: 1/17/2006 3: 3(1: 58 PM Project in English units Pro)ect (1escr ipt ion: XY.XZ Hydraulic Impacts Analysis for an Unnamed Tributary to White Creek In Support of Proposed Development of 2818 Place in College Station, TX White Creek Watershed SS --MKZ -June 2008 -DAI Job No. 1726.3 Vertical Datum -= NAVD88 This purpose of this project is to complete a no-rise hydraulic analysis for the proposed aerial sewer crossing to serve the clubhouse associated with the 2818 Place apartment project located south of fM 2818 and west of Holleman Drive in College Station, TX . This model will update previously updated models for this stream. Cross section geometery was developed from field survey provided by Bury + Partners and completed using HEC-GeoRAS within ArcGIS. Existing conditions flowrates were provided by Mitchell & Morgan, LLP . Propose conditions flowrates were provided by DAI. Downstream BC is normal depth based on channel slope. PLAN DATP. Plan Title: Main Stem -Existing Conditions Plan File k : \C!Vl L \ 64 311009-Place_ 28 l 8\Hydro \HEC-RAS\MAIN STEM\Main Stem. p02 Geometry Title: Main Stem -Existing Conditions Geometry File k:\CIVIL\64311009-Place_2818\Hydro\HEC-RAS\MAIN STEM\Main Stem gOl Flow Title flow Fi le Existing Condition flows -Main Stem k: \C IV! L \ 64 311009-Place_ 2818\Hydro\HEC-R.~S\11.~IN STEM\Main Stem. fOl Plan Description: Addressed FEM.A Comments: 3 (c;) -ran model in subcrilical flow regime only Existing conditions for the project site. Modeled main stem of tributary. The existing conditions of the site show no development in any area . --June 2007 Plan Summary Information: Number of: Cross Sections Culverts Bridges Computational Information 62 l Multiple Openings Inline Structures Lateral Structures Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations 0 . 01 0 . 01 20 0 .3 0 . 001 Maximum difference tolerance Flow tolerance factor Computation Options Critical depth computed at all cross sections Main Stem -Effective Model Conv.r:yance Calculation Method: ht brea•:s in n values onl:i Friction Slo~e Method: Average Conveyance Computational flow Regime: Subcrit1cal f lo'.·J flo;..r Title: Existing (:onditLon Flows -Main Stem flow :1 le I:: \Cl VIL\ C: 4 311(1(19-Place_ 261 B\Hydro\HEC-RJ..S\M.!..I N STEM \Ma in Stern. f (• l fU·.:er l·I:: in Stem Main Sr:~m i'1c11r: Stem <'l Main Stem 11 St:: Main Stem 1Z3o RS U11named TributarB278 4<< U11named Tributar 758~ ~ ·'.' 7 1-1nnamo:d Tr1butar7154 7-l ~ Urinamed Tributar64B0 135-: Unnamed Tributar5ll4 1884 Unnamed Tributar4401 2(•19 Boundary Conditions River Main Stem Main St em Main Stem Main Stem Main Stem Main Stem Main S em GEOMETRY DATA Reach Profile Unnamed Tributar50 Unnamed Tributar20 Unnamed TributarlO Unnamed Tributar4 Unnamed Tributar2 Unnamed Tributarl Unnamed TributarO. Geometry Title: Main Stem -Existing Conditions 5(1 113 14(1 311 -199 448 718 Upstream Geometry File )::\CIVIL\64311009-Place_2818\Hydro\HEC-RP.S\M.ll..IN STEM\Main Stem.gOl CROSS SECTION RIVER: Main Stem REACH: Unnamed Tributar INPUT Descriptio n : Station Elevation Data Sta Elev Sta Q 320.09 2 .2 40.77 318 .65 58.23 95.06 316.72 107.14 137.34 3H.88 152.63 197.25 297. -l 5 34 6. 69 363. 47 366. 97 369.39 372.67 374 . .J.) 31;_1e )~IJ. 35 J:-4. 9f' 396. IL .J')8. B2 4 3f;. SS -193. 82 497.36 503.75 505.59 509. 32 554. 7 2 579.63 601. 32 610. 46 612. 91 626. 22 312.25 308 304 . 96 302. 08 302 301 .65 301 . L-1 301 . 35 ~97 .27 297 .6 "99. 86 '98.29 < 99. 97 ·02. 26 304 308. 72 309. I 3 309.6 3(19. 73 310 .07 312 . 35 313 .53 315. 18 314 . 95 313.71 315. 56 Manning's n Values 236.82 324 .83 354 .95 365.01 367 .7~ 369. 4 6 3.,0. 6' 373.33 375. 15 ~79.53 381. 3€ 39c.. 7 -lf)~. 62 12-. 59 4~1.J .9 4 94 . 31 4 97. 47 503.92 505. 91 513 . 66 555. 64 588 .44 602. 19 611. 85 613. 13 678 .52 Sta n Val Sta 0 .I 369.39 RS ' 8278 num= Elev 320.03 318 316.26 3 14. I 7 310. 65 306. 97 304 301 . 98 301.35 301. 62 301 . -l s 301 . 48 297 . 07 300.16 299.22 298 .S7 _iu1 . 76 ~1)3 .13 105. ':32 108. 91 309. 14 309. 61 309.76 310. 34 312.35 313.97 315. 21 314 .88 313.47 317 .53 num= n Val .06 148 Sta 3. 21 59. I 114. 64 169. 54 249.97 330. 7 356.89 365. 16 368.52 369.53 371 373.52 375.33 379. 59 382. 92 394 .1 £. 405.52 429.2 4 59. 4- 196. BS 497. 59 504 .15 506. 24 51 4.Sf 566.72 589.72 606.07 612 . 04 616. 82 680.53 Sta 404 .62 Ele\· 320 317.96 316 313. 45 310 306.65 303. 74 301.51 301. 34 301. 11 301. 2.., 298.26 297 . 1 300. 09 298 2~9 .62 )(•2 303. (If -~ l' \; . 61 309 ,09 309 .15 309. 63 309. 78 310.39 312.37 314.03 315.35 314.88 315.07 317.61 n Val .I Sta 7 .8 67. 25 118. 77 171. 65 273.77 339. 44 3 60. 7 5 366.7 368. 97 369.93 '71. 09 373.57 376.53 379.83 383.42 195.3 4(•5. 57 4 30 . ., -191 . 39 497 497.95 504 . 4 ° 50°. 15 515. 48 573.75 597.23 609.19 612 .1 617 .05 Elev 319.87 317 .66 315 .85 313.35 308 .98 306 303. 06 301.95 2 99. 92 300.14 301.1 l 297. 5 297 .32 •oo . 18 298 . rJB 299. 7€ 302 . !Jl jOJ. 1 308 . 24 309.l 309. 17 309.65 3,19. 05 310. 4 6 312 .36 314 . 41 315 .0€ 3H . 77 315 17 Sta 18.48 69. 54 120.59 179.77 285.73 343 .87 362 . 4 6 366. 93 369.29 370. 1 c: 371.~8 373.71 37°.73 380 . 07 384 .25 395 .89 406. 16 4 31. 00 492 .99 497 . 16 ~98 . 1)6 504 . 92 507 .42 517 . 5a 578 . 02 598. 92 610 . OJ 612 . 37 620 .79 Elev 319.55 317 .57 315. 79 313. 02 308.5 305.42 302 . 31 301 . 82 301 .7 301 . 63 301 . 14 297 .46 297 .53 300. 06 298. 2 299.92 302 . 15 303.52 308 .42 309 . 12 309 . 18 309 . 69 309. 89 310. 58 313. 44 314. 73 314. 99 314 .3 315. 35 Main Stem -Effective Model l·· 421 7€.9 822 983 1113 Downstream Normal .014 Normal "" 0 .014 Normal .014 Normal .014 Normal s .014 Normal S .014 Normal .014 Ban~: Sta: Left Right Lengths: Left Channel 369 39 4(14 . €2 E-.14 71.42 Right 74 .07 Coef f Contr. .l CPOSS SECTI•)N O!.ITP!_IT Profile Hl E.G. Elev (ft; ".·'el Head 1 ft: \rl.S . Elev :ft; Crit W.S (ft; E.G. Slope \ft/ft ; ·~ Total (cfs} Toi: ~-lidth (ft\ \'el Total (ft/s· Max Ch! [1pth ft; Conv. Total icfs. Length ~·ltd . 1ft ' Min Ch El (ft, ,c,Jpha fr-ctn Loss ft C&ELossift CROSS SECTION RIVER : Main Stem REP .. CH: Unnamed Tr1butar INPUT Description: Station Elevation Sta Elev 0 320 .55 42 .93 318 .98 73 .62 120. 87 J65 .91 203 .07 250 . 11 298 .36 3 3 6 . 65 340.06 340.24 355. 09 389. 28 39J . 79 393. 8 416 .07 4J7 .6J 432 .39 4 34. 5 44J .27 446 .53 453 .35 462 .53 53 5 . 98 583 . J 3 586 . J 6 587 .34 589 .25 618 . 18 62J. 5 622 . 66 695. 4 6 3J 7 . 95 316 .3J 313 . 94 3J2 3J 0 308 306. 2 306 . 24 306 .29 303 . 4 5 302 .69 302.8 304 . 16 304 .83 304 . 82 303 .33 302 .4J 298 .95 296 .78 2 97 . 7 5 299 .06 309. 37 3J I. 81 310. 94 311 .67 3JJ .95 3J 4 . J3 314 .36 3J3 .8! 317 .09 Manning's n Values Data Sta JO . 25 47.J3 83.75 J22. 44 171. 61 220.79 254.24 300. 64 339.8J 340. 14 340. 27 358.58 389. 59 392.66 404 .3 4J6.J5 420. J 432.45 4 35. 72 443.53 447.39 454 . 6 464.98 57J . 54 584 .08 586 .23 587 .83 596 . 78 6J8 . 69 621 . 95 622 .83 697 .63 Sta n Val Sta 0 .l 44J .27 Bank Sta ; Left R1ght 441.27 462 .53 3(11 . 9? . 2( 301 . 1£. 30(). c, i;; •). (112521 37. l 2 .Ocl 4. c:s 2ssE .o 77.33 297. (1/ l .t):Z (1 . ~-:. f1.(1} RS : 8201 num= Elev 320. 25 3J8.87 3J 7 . 68 316. 23 3J 3. 65 3JO. 93 309. 78 307. 92 306. J8 305.98 306 .13 302.76 302. 67 302. 74 304. 47 304 . 83 304 . 7 303.33 30J.79 297. 79 296.97 297. 82 300. 37 3J I. 34 311 . 8 3J I. 21 311 . 81 3J2. 07 3J 4 14 3J3 .53 313 99 3J 7 28 num"" Element t;/t . n-\fa 1. Reach Len. ! ft ) flo·,..,. .t..rea (sq ft) l-.rea (sq fti flow (cfs; Tvp Viidth ;ft) ..... vg. Vel. lft/s : H:;dr . [•epth {ftl Conv. 1cfsi ~·/ett:ed Per l ft / Shear (lb/sq ft) Str;am Po.,1er 1lb/ft s· Cum Volume !acre-ft r..:um s;.. (acres) 15B Sta J7 .53 50. 54 94 . 4 126.5 186.84 223 .09 274 .56 304 .03 339. 9J 340. J 7 342 . J 1 381.27 389.74 392 .7J 405.78 416.52 421 .04 432 .55 437 .03 445.66 447 . 49 455.22 471 .09 574 .72 585.68 586.25 588 . J 9 6JO. 09 619. 4 3 622 . 4 6 640.47 692 . 06 Elev 320. 07 318. 77 317 . 32 3J6 3J2 .85 3JO . 8J 308 .86 307 . 77 306. 26 306. J5 306. 02 302. 53 302 . 68 302.84 304 .52 304 .82 304 .66 303.32 301.IJ 296 69 296. 99 297 .85 303.62 3J I . 49 3J! 8 311 28 311 92 3J 4 . OJ 314 . 14 312 .6 314 .76 317.32 Sta 18 .6 66. 79 Jl8 .69 145.88 197 .35 224 .41 288 .36 323 . J 340 .03 340.2J 349.87 384 . 83 389.95 393 .4 412 .53 4J6 .62 42 I. 4 4 32 . 69 437 .89 445.8J 448 . 44 4 57 . 04 472 . 95 578 .78 585.83 586 .5 588 .27 613 .18 62 I. 15 622 53 673 .53 Elev 320 3J8 .16 3J6 4 314 . 98 312.32 310.75 308 .35 306. 96 306.35 306. 06 304 .49 302.82 302 .7 304 . 17 304 . 72 304 . 8J 304 59 303 34 300.68 296 62 297 . 2J 297 .95 303 98 311. 69 311 . 49 3JJ.37 3J l 94 313. 74 314 .J5 3J3 28 3J 6. 08 n Val Sta n Val .J .06 462 .53 Left 08 (1 .100 67 . 14 1. 15 .15 (•. 75 . 07 l). 56 6. 7 4 . 74 t) .19 (l . 12 .J2 ('. 78 Sta 30 . J 72 .08 J20. l4 J 64 . 84 200.47 24 8. 36 294 93 326.04 34 0 . 05 340. 22 354 .25 386. J 3 39J . 42 393 .53 415.7J 416.67 424 . 64 432 .86 438 .26 446.24 4 50. 08 4 60. 82 5J J . 4J 58J 4 5 586. 13 587 . J4 588 .36 616. 72 621 . 24 622 .58 690. 4 9 Lengths : Left Channel Right L~.45 57 . .,1 120.J6 Coeff Contr. .l CF-OSS SECTION OUTPUT Profile ttl E.G Elev (ft) Vel Head !ft) W.S . Elev (ft) Cr1t ~J .S . (ft) E.G. Slope (ft/ft) Q Total (cfs} - Top ~Hdth (ft) \"el Total (ft /s) Max Chl Dpth (ftl Conv . Total (cfs) Length Wld . I ft I Min Ch El I [L) J'.1.lpha frctn Loss (ft l C & E Loss (ft) 301 . (19 0 .39 300 . 71 299. 69 O.ul0295 32 3 . 00 27 . 78 72 .09 3123 . 3 57 .45 296.62 I. J J 0 .38 05 Element \H . n-Val. R.each Len. I ft) Flow .r..rea (sq ft) .r..rea (sq fl) flow (cfs; Top W1dth (ft ) .".vg . Ve! I ft/sl Hydr. Depth r ft J Conv. (cfs) t-Jetted Per. (ft ) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP. (acres) Left OB (t .100 25. 45 3 -(•3 3 . 03 3 . 90 3 . 4 3 I. 28 f). 88 38 . 4 3. 86 0 .5J 0 .65 I. 11 0 . 77 Expan . .3 Chann~l 0 . (16(! '17 . 42 78 . 7~ 70. 322. 2 5 35. (!5 4. 09 2879.9 43.93 I . 41) 5. '3 16. £.(I 3. 5J Elev 3J 9 . 58 3J8 316 . 35 3J4 312 . 14 3JO. 08 308 . J 3 306. 8 J 306.3 306 303 . 62 302 . 92 302 .83 304 . 1 7 304 . 82 304 . 8 J 303 .95 303 .25 300. 4 8 296.72 297 . 58 298 .15 308 . 22 3J I. 81 310 . 86 3J I. 6J 3JJ.93 3J 4 . 02 314 . 2 313 . 74 3J6 . 84 Ex pan. Channel 0 . 060 57.40 62. 81 62. 81 316. 01 21. 26 5.03 2.95 3114 . 5 22. 1 7 . 82 9. J 6 J 6. 4 7 3. 4 6 Right OB 74 . 1)7 5. 32 .95 Right OB 0 . JOO 120 .36 2 . 54 2. 54 3. 09 3. 08 1. 22 0. 82 30 . 4 3 .50 0 . 47 0 57 5 .32 2 .95 Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. CROSS SECTION Main Stem -Effective Model RJ','EP: I-lair. Stem REACH : l)nnamed Tr1butar INE-1.IT Des::ription: ;:s : 77-14 4 Station Elevation Data ~um= Sta Elev Sta Elev 29 . 42 '(.. 94 122 .-1 l « 199 . 14 2 3 I. :;3 314. 3 4(12 . 41 4•)~. 2€ 4 31. ,:9 4 r.: ·l. C'! l 486 .76 523.5 56(1 .1)2 64 1. 57 677 .43 JZO . lE 319 . .J.? 3i-:-. 39 ; IS . ~l 31-L 39 j l ~. 18 :i11:•.41 j1),:. -!5 3t).j . co 3(.t l . €3 2~.£. 31 3(t4 . 72 306 .18 308 . 21 312 . 31 314.6 6 .55 51.26 85 .~- 12.::. 32 1€1 . 5~· 21)2 . -l ~- 232 .-H 289 .'' 32".•.'2 3'?. :.::. 2i) 1 .] ~ 4(13 . 94 420 .79 433 .3? 45~.41 489 .€·6 535 .02 608. I 64 3 . 41 701.17 :: l:. 3€- 31""'. l ~ 315.1 ; 1.J . (• ~- " 12 3o"•c . 13 2(•1 . 53 3(1.;,. €-8 3(•4 -r.. 3•)4 . .&5 ](11~ . •)8 3(1}. 29 3(1S. 74 )(15. 97 J1)9. B4 312 .35 315.64 Manni ng 's n Values num= 1(•3 Sta -. ~c 56. 9E. t•:•:i .c;: 12L29 1€3.15 :'.41L89 292. 34 32~:. 34 ~, --~ . 3:? :0;4 . .::.~ 4t)4. 51 ·EI. 24 43:;. s 4.: l. ]} .j 92. €:7 543.37 6(18. 07 64 3. 94 712. 47 Sta n Val Sta n Val Sta .I 444 .18 .06 467 .84 El •; 3 (1 31 i:.. 31'. 5 .. d 5. <::: 314 .:.11 .d: 31 •· ;1)? }fl 6. ~-~ J(• 3. SS: 3.:13 . -!-l 3.:i4_1.: 304. C? 31)4 .1·1c: 3(tl . :c 294 ." 305 .. ;-; 306.14 309.82 312.38 316. 22 n Val .l Sta 20 . ..., c C:2 .92 11 :I . £2 13•). 1 164. 1)5 23(•. 3.; 297. 4 7 3-tf. £3 7-: ~. 57 El. < 444 IS F-. Sj 5•)3. f 54 3. o9 i 39. ;;2 645. 04 El v 3 i 9 . ; 1-:. 4 316.I 315. St: 31::. 95, 31 (,. 4 € 31)9 . c..;, 30'. 7-; j(•::. 5€ 3(·3 . 25 ::.·:·4 . 3- ~·)..J . 19 3•:1.l . €-5 3(•3 . 9£ 298 .79 2<.')9 . 33 3•.16 . 36 3•)f . r)q 312 . 12 312 . 48 2 . I - :~ . 9 . 2: I . 2€4 . 3C: <l . 315 .3: 338 . 4(1-=. 4 5 4 31 . -;~ 4 -1?. ;,c: ,p; _·; 5CiS . 1 54 4 ,, 64 l. 28 662 . 57 Bank Sta: Left Right 444 .18 467.84 Lengths : Left Channel Right 112 .75 148.l 104 .29 Coe f f Con t r . .I CROSS SECTION OIJTPIJT Profile #1 E.G. Elev !ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . (ft) E .G. Sl ope (ft/f t) Q Total lcfsJ Top Width (ft) Vel Total I ft/sJ Max Chl Opth I ftl Conv. Total (cf s) Leng th I-ltd. (ft ) Mi n Ch El (ft) Alpha Frc tn Loss {ft) C & E Loss (ft) CROSS SECTION RIVER : Main Stem REACH : Unnamed Tribut ar INPUT Description: Stati on Elevation Sta Elev 0 320 .23 ~8 .15 319 .37 87 .52 317 .52 IJ4 . 5 173. 9 200 . 21 2 52 . £2 3(18. 21 311.32 318. 7 329.25 333 .37 338 .09 369 .27 394 . 85 417 . 86 449.06 582 . 69 003 .79 64 3 . 58 649.77 655 .69 674 . 41 677 .23 728 . 06 Jl6 313 .82 312 309 .09 3(16. 98 306 .39 30€. 15 305 . 35 305 . 07 304 . 86 303 .97 2q4 . 72 301 . 11 301 . 95 306 .13 307 .03 307 .99 310 . 94 310 .93 310 . 97 310 . 76 314.6 Data Sta 1 . 69 43 .43 107 .52 l~d . .J 7 183 .31 213 .53 25e .95 312 .09 315 .0E 319 .73 329 .37 334 .58 357 .47 376 .24 395 .44 419 .59 452 .65 587 .99 604 .32 643 .82 650 672 .77 675 .37 677 .62 300 . 66 . 21 300 . 4 4 298 .61 . 004 67 3 323 .00 36 . 12 3 .47 5 . 61 4725. I 1n.6e 294 .83 I. 14 . 78 .00 RS : 7995 num"' El ev 320 . 21 319 . 92 316. 97 >l4 .Y5 313 . l 9 311. 08 309 . 07 306. 67 306 .3f 306. 07 305.36 304 . 98 304 .15 304 .06 294 . ii 1 301 . 72 301 . 95 305.08 307 .05 308 .91 310 . 95 31 l. OJ 310. 97 311 . 07 num= Manning 's n Val ues Sta n Val Sta n Val E:lement Wt . n-Val . Reach Len . (ft ) flow Area (sq ft) Area (sq ft) flow (cfs) Top Wi dth I f t ) Avg. Vel. (ft/sl Hydr. Depth (ft) Conv. tcfs) Wetted Per. (ft) Shear !l b/sq ft) Str eam Power {lb/ft s) Cum Volume (acre-ft) Cum s.n. (acr es) lil Sta 4. 14 54. d 114. 01 1 u l. 5~ 106 di. ~5 265.89 312. 4 315. 1 B 322. 92 23•).85 334. E3 357-. 3 3 3-: 6. I 346. 79 419 . 7 3 529 . 9!3 58B .25 64 3 . 02 64 4. 8 3 €5(1. 83 €72. 91 67L 12 £77. 94 Sta Ele"-' 320.14 318.68 316. 71 ..11-1 . Io 312.99 310 302. s ~ 3(1~ _ lj} 306. 39 305. ~=-- 305. 2£ 305. 09 304. l'"" 304. 15 .£93.71 301. 304.97 305. 03 308. 41 309. 2 9 310.99 310.99 311. 4 4 311. 32 n Val Sta <. 41 7(1. 27 118. 57 }1.;.l . 187 .2~ 2 36.-' I .273. c:.. 313 .: 315. ?:1 32-1 . 19 331 . 0 1 3 J-1 . I 359.Sf 378.82 396.89 421. 03 532.S5 001. 14 643.3 64 6. 7 6 651 .95 673.25 676.CI 662.03 E:lev 220 318 . 11 316 . 57 ..11-I . 312 .68 )1)9 . 79 ,.1(·~. 92 ';i)c·. 55 31)0. 4 3u5.73 305 . 18 305.I 304 .n 303 .05 293.65 301 .85 305. I I ?06 . 88 307.8 j)0 .03 310 . 94 310 . 94 311.75 311. 54 Le ft OB 0 .100 112.75 5. 91 5. 91 5. 20 7. 15 0. 88 0. 83 76. 0 7.34 . 23 0. 21 I. 11 0. 77 S a 16. 134 . 171. 1),.1 198 .en 240.37 278. b" 313. q~· 318.:1 327. 19 332 .94 335.F8 36"'.'. l. 393 . 34 397 .35 422.75 534 . r 601. 69 64 3. 4 5 649.22 652.43 673.81 676.6 709.87 E:lev 319.62 31:. 51 316 314. -14 313. 2 ~l Ct. 42 3•)9.3~~ 3(•~. 41 303. 3~ .)(!j . 31 3(•4. 34 ,.1•>4 . 2: '.:(14 . 6' 30:11. fC: :;:97. :;3 o"I. 21 306 .36 305. 96 312. 12 313. 45 Ex pan. .3 Channel 0. 060 148. 10 84 . 18 84 . I 8 315 . 80 23.66 3 . 75 3 .56 4619 . 8 25. 52 0 .96 3 .61 16 . 37 3. 4 3 E:lev .319. 76 317. 71 316. 01 >14 312. 14 309. 32 )(19. 3£: )(It;. 39 3(16 .18 305. 51 3!)5 .1 305. 02 303.95 295.5 293. 82 301 . 92 305. 14 306. 96 307 .5 310. 77 310. 92 310 .95 31I.45 313 .17 Right OB 0 .100 104 .29 2 .95 2 .95 .00 5 . 31 0.68 0 . 56 29.3 5 . 42 0 .16 0 .11 .31 . 94 Main Stem -Effective Model . (.~ 419. 59 .1 Rl ~ht 419. ~.9 Le1.1ths : CROSS SECT!':.JN OUTP1.1T Profile 11 1 E.G. Ele1.· !ft 1 ''el H.c:ad : ft l :·:.s. Elev 1 fti Cr it :·;. S. l ft, E.G. Slope (ft/ft Q Total tcfs: Top ~·:1dth !ft) "/el Total (ft/::· Max Chl [1pth tft1 Corn. Total icfs LE!i-:;Jth ~"Jtd. I ft Min er. El ! ft. .O.lploa Frctn Loss (ft C & E Loss (ft -~2 2':JS·. C-5 .i~ 323 . 1)(• . 4 (l -, "11) C .•)•J l J:":C. I r.-;. 32 ... 11 (•.•JS Left Chanr.ei 11). 1 ~ :s. -?' Eli;:mer.t Pe:e:;;t, Len. r ft Flo-.·1 .:..r-o:c 1 s:i ft r.rec sq ft Flc·~: cfs; Toi: :•.1i::!t:h 'ft: .!..'J":J. ·;~ l . 'ft/ 5 H~;ur. [:eptt~ 1 ft: Ccr,·· ;cf :5 1 Vi.:tZ:Ed Per . ft Sh~or lb/sq ft Stn::um t·o1-:..:r :ib1tt Cum ··'clumi:= {acre-ft} Cum s.:.. 1acres Cceff Contr . .l L::!ft OB I .I•• Expan . .3 Channel "'.":;, .• :-9 3: 3 . ,· .. ·, 3 . ~ ... 3. 1 €. •.·S: •. 24 .cl Warning: The conveJ?n-~·e r~t10 iupstream co1oe/.=i.nce divided hy d01-mstream conveyar.ce, t:5 l.c:s . .:::: thar. •). 7 or great"'=r than l . <I This may indicate the need for additional cross sect tOlb. CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar RSo 7943 INPl_IT Description: .ll.dded cross section for culvert crossing Station Elevation Data num= 137 Sta Elev Sta Elev Sta 0 319 .11 3.55 319.02 10.64 Elev 318.9 35.45 318 .15 39 318.04 42 54 318 53 .18 317.7 56.72 317.52 60.27 317 .33 74 .45 316.E 77 .99 316.43 81.54 316.25 92 .17 316 95.72 315.88 99.26 315.78 109 .9 315.46 127.62 314 .66 131.17 '.H-1 .44 155.98 313 41 163.07 313.11 173,71 312 75 187 .89 312 .08 191 .<3 312 198.52 312 212.7 311.29 216.25 311 .12 223.34 310.76 233,97 310 .24 "41.06 309.88 244 .61 309 71 Sta 14 .18 46 .09 63.81 85.08 I 02. 81 J 34 . 71 180. 8 205 .61 226 .88 248 .15 262 .33 309 .06 265.88 308 .95 276.51 308 59 280 .06 294 .24 308 .01 297.78 307 .82 304 .87 319.05 306.6! 326.14 306.15 329.69 340.32 305 .55 343.87 305.42 347 .41 307 .42 305.96 305. 28 375.77 302.6 379.32 302 .4 382 .86 302 .21 393.46 300 .69 397 299.76 400.55 294 432 .29 302.69 435.84 302 .84 439.38 302 .98 450 .02 303.42 453.56 303.56 457 .11 303 .69 303.9 304 .18 467 .74 303.89 471 .29 303 .9 474 .83 499 .65 304 503.19 304 .08 506 .74 517 .37 304.54 520.92 304 .71 52 4.46 304 .89 535.1 305.41 538.64 305.59 545 .73 305.93 308 .42 333.23 350 . 96 386 . 41 425.55 442 .93 460 .65 4 81. 92 510 . 28 528.01 549.28 559 .91 306.7 567 307 .l 570 .55 307 .29 581.18 588 .27 308.24 591 82 308 .42 595 .36 308 .61 598.9! 606 309.16 609.54 309.35 613 .09 309 .53 616.63 623 .72 310.05 64 1.45 310 .7 644 .99 310 .84 655.63 666 .26 311.79 669.81 311.94 673 .35 312 .12 691.08 701 .71 313.63 705.26 313 .84 Manning's n Values Sta n Val Sta 0 .1 386.41 num"" n Val 06 Sta 428 .75 n Val .1 El ev 318. 82 318 317. 15 316. 06 315. 69 314.26 312. 41 31 I. 64 310. 59 309. 53 308.48 307.23 305. 82 305. 07 302.03 294 303.13 303 . 8 303. 92 304. 27 305. 06 306. 12 307.89 308.79 309 72 311 . 32 313.07 Sta 31 . 91 49.63 67 .36 88.63 106.35 138.26 184 .34 209. 16 230. 4 3 251 .7 290.69 315.51 336.78 358 .05 389.91 428 .75 446. n 464. 2 489. OJ 513 .83 53!. 55 552 .82 584 .73 602 .45 620 . 16 659.17 694 .62 Bank Sta: Left Right 386 41 428. 7 5 Lengths: Lett Chdnnel 79.5! 149.03 Right o3 .E5 Coe r t Con Lr . .3 CROSS SECTION OUTPJ.IT Profile <11 E.G. Ele\' (ft/ Vel Head {ft) \·J.S . Elev (ft Cr i VI . S. (ft) E.G. Slope (fttftl Q Total {cfs) Top Width fft1 Vel Total ( f /s Max Chl Dpth I ft Conv. Total (cfs Lenglh <·ltd. lftl Min Ch El (ft) Alpha Frctn Loss (ft c & E Loss fftl CULVERT 29~. 72 (1. Qi 4 99. 65 295. 71 0.001027 323. 00 30.59 2.06 5. 65 10077 .4 149. 03 294 . 00 1. 00 Element tvt. n-Val . Reach Len . Jft) flow .r...rea (sq ft-\ .A.re a (sq ft) Flow (cfsl Top \oJ1dth l fl l ~.vg. \/el. lft/sl Hydr. Depth lft) Conv . (cfs) I-Jelled Per. (ft) Shear !lb/sq ftl Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SA (acres) Left OB .10 0 .76 Elev 316 .27 317 .9 316.96 316 315.61 314. 11 312 . 2 5 31 1. 47 310 . 41 309. 42 308 . 12 306 .83 305 .69 304. 35 301. 4 302 . 5 7 303 . 27 303 .85 304 304. 4 305 . 24 306 .32 308.07 308.98 309.9 311. 47 313 .25 Expan . .5 Channel 0 . 0(0 149. 03 157.07 157. 1)7 323. 00 30.59 2.06 5. 13 10077. 4 37.67 .27 0.55 15.94 3. 31 d .65 5. 31 .93 Main Stem -Effective Model RIVER: Main .Stem REP.CH: '.'nname-d T:itutor INPUT [·escript101,: : -lZ ' ;..: Distance frsn i}~str~an \·c [•ed:/Road·.-1a· :·/i::!tl: ~-;eir Coeff1c. ~1,r_ RS : -: ~-! Cul•1e.r1_.; f_ipstream L·=::-.:-1:/Poad·.· ~'./ r~::ordir1=!':.-?." num= Sta Hi :ord Le ~ord St.:, Hi C0 d Lo Co :.~·: !.1pstream GrL:JJe Cros:~ Sec:1on L•c.t~ Station Eie··dt1or. [·ate r.um= Sta E:l';:\' Sta Ele•1 :::to Elev -~ l ': . 1 1 · r.i:; ~ 19. •!2 . .:,,:. 31 ~ .. 0( 1"'7 .12 3i:.-1 :i.z· ol'.' :2L7: 316 .ciC! -: c. 4 5 : 1,-. 15 :•'· 3 l c . •:« L .s.; 31' 53 . 1 s -; 1..., ., 5'.-2 310 .52 7(1. 9 :1 (". 78 106 . 35 124 . o~ 1.:11.;; 159 . 53 177 .25 194 . 9B 212 .7 230 .43 248 . 15 265.88 283 .6 301 33 319 05 336 .78 354 .5 372.23 387.23 418 . 11 435.84 453.56 471.29 489 .01 506. 7 4 524 .46 542 . 19 559 91 577 . 64 595 . 36 613 . 09 630 . 81 64 8 . 54 666 .26 683 .99 701 . 71 :nc 31:. c: 1 0 1 4 ,., :: l:; 97 31:. 2 C- 31Z .58 312 311.29 31•). 41 3(•9. 53 3013 . 95 3•)8. 36 307. 62 )(16. 61 305.69 3(14 . 71 302.95 299.54 3fJ2 . 16 302. 64 3(13.56 303.9 304 304 . 18 304 . 89 305.76 3(J6 . 7 3(17 . 69 3(18 . 61 309.53 310. 31 311 311. 79 312. 69 313.63 -4 . 45 9~. l - t •:•9 . ~ l c". '" 145 JS 163. (17 ic·o :'.) 198. 52 216.25 233.97 251 .7 2 69. 4 2 287. 15 304 .87 322 . 6 340.32 358.05 375. 77 387 .23 421 .6f 439.38 457 . 11 474 .83 492.56 510.28 528. (11 54 5. 7 3 563.46 581 .18 598. 91 616.63 634 . 36 652. oa 669. 81 687.53 705 26 316. ( 31<: 315 . 4€ ~ l ~ . -. 313 . f 3 313 11 312 41 312 31l .12 310 . 24 31)9 42 31)8 . 83 31)8 . 24 307 . 42 306. 38 305. 55 31)4 . 35 302 6 292 . 54 302 . 36 302 98 303 .69 303 . 9 304 304 27 305 06 305. 93 306 . 9 307 89 308 .79 309 72 310 44 311.16 311 . 94 312 .88 313 84 95. 113.'14 1 :11. 17 14 2. ~9 lf [.. C£. i ·:;4 . 34 202. ij7 219 .79 237.52 255.24 272.97 29(J . 69 308.42 32 6. 14 343.87 361.59 379.32 412.57 425.2 442.93 4 60. 65 478.38 496.1 513.83 531 . 55 549.28 567 584.73 602. 4 5 620. 18 637 . 9 655 .63 673.35 691 . 08 Manning 's n Values num= Sta n Val Sta n Val Sta 0 .l 241.06 .06 262.33 Bank Sta: Left Right 387.23 412 .57 Coe ff Cont r . .3 Downstream Deck/Roadway Coordinates num= 315 . .:: & 315.3 314 .44 313 .69 312 .99 312 .25 311.82 31 (1 . 94 310 . 06 309.3 308 .71 308 . 12 307 .23 306.15 305 .42 304 302 .4 292 . 54 302 .47 303 . 13 303 .8 303 .91 304 304 .4 305. 24 306 .12 307 .l 308.07 308 .98 309 .9 310 .57 311 . 32 312 .12 313 . 07 n Val 1 Expan . . 5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 368 . 41 304 290 376.41 304 290 400 .41 304 29(1 417 .41 304 290 Downstream Brid'.Je Cross Secti on Data Station Elevation Uata num= 197 Sta Elev Sta Elev Sta 0 31~ 52 .7-l 21g . .:i2 7 .47 lS .68 31~.0] -L .41 318 26 15 37 .35 217 .4 41 .09 5\7 .£..:. 44 .52 56 .03 316 53 59.76 316 36 63.S 74 .7 315 .91 78.44 315 .82 B2.17 93 .38 315 56 97.11 315 .46 100.85 112 .!)5 315 (19 115.79 314 .93 119.52 130 .73 314 45 134.46 314 .34 138.2 149.4 313 .% 153.14 313.83 156 .87 168 .08 313.25 171.81 313 .09 175 .55 186 .75 312.45 190.49 312 .29 194 .22 205 .43 311 69 209.16 311.55 212.9 224.l 310 .97 227.84 310 .9 231.57 242 .7B 310 35 261.45 309 .71 280 .13 3(19.07 298 .8 308 43 317 .48 308 336 .15 308 354 .e3 307.26 373.5 305 .95 246.51 265. 19 283.86 302. 54 321. 21 339.89 358.56 377.24 310 .22 250.25 309.58 268 .92 308.94 287.6 308.31 306 .27 308 324.95 308 343 .62 307 362.3 305.05 380 .97 Elev 31 a. 32 317.9 317 .05 316. 21 315.76 315 .4 314 .79 314 . 24 313 .68 312 .93 312 . 13 31 1. 41 310 .78 310.09 309. 4 5 308 .82 308 .18 308 308 306.74 304. 16 5t-s. ill Cord Lo C')r:::! ::(1.:j ·,:-.,, Elev ~u'I . 9 Sta El;·; 1-i . 3 l:.. ~-: _;·.: :: 10. 38 31.''l :1, ~- .J.:: ::1.; •19 . :; l ~ ..... c-:: :i 21/.l~ Cl : 1,:. 5'.C .: l. 54 :: l c: "'>C. 9?. . .:.':. 116 s:· 134 . -1 152 . .; 4 170. 16 187 69 205. c:i 223.34 241 . 06 258 .79 276.51 294 .2ll 311.96 329.69 347 .41 365.14 382 .86 412 .57 428 .75 44 6. 47 464 .2 4 81. 92 499 .65 517 . 37 535. 1 552 .82 570.55 588 .27 606 623. 72 641. 4 5 659. 17 676.9 694 . 62 :; l =. 73 315 .14 ~ 1-1 . 2( 313.55 312 .87 312 .08 311. 64 31 t). 76 309. 88 309. 16 30:•8 . 59 308 .01 307 .03 305. 96 305. 28 303.65 302 .21 299. 54 302 . 57 303 .27 303 .85 303. 92 304 304 . 54 305. 41 3(16 . 32 307 .29 308 .24 309 .1 6 310. 05 310.7 311.47 312 .31 313.2 5 It.·: . ~ l 1?1). ~.3 13,: .. :-:: 1 5~. 9r 173 .7 1 191.43 209 . l E 226 .88 244 . 61 262 .33 280 .06 297 .70 315.51 333.23 350. 96 368 .68 386 .41 414 .73 432 .29 4 50 . 02 467 .74 485 .47 503 . 19 520 . 92 538 . 64 556 . 37 574 .09 591 . 82 609 .54 627 .27 64 4 . 99 662 . 72 680 . 4 4 698 . 17 Sta Hi Cord Lo Cord 377 .41 304 290 Sta 11. 21 29.88 48 .56 67 .23 85. 91 104. SB 123.26 141. 93 160.61 179.28 197 .96 216 .63 235.31 253.98 272 . 66 291 . 33 310. 0 1 328 .68 347 .36 366.03 383.41 Elev Sta 318 .22 14 .94 317 .73 33.62 316.88 52 .29 316 .l 70 .97 315 .7 89.64 315.34 108 .32 314 .68 126.99 31~.1 5 14 5 .67 313.54 164 .34 312 . 77 183 .02 311 .97 201.69 311.26 220.37 310 .64 239.04 309.96 257 .72 309.32 276.39 308.69 295.07 308.05 313. 74 308 332.42 307 .78 351.09 306.48 369.77 299.26 383.41 ~ l::. i'-: 31 q ~.~ ~ 1 ~ ! 1 313 .·U 312 .os 312 311 4 7 310 .59 309. 71 3(19 . (16 308 .48 307 .82 306 .83 305 . 82 305 . 07 303. 3 302 . 03 301. 59 302 . 69 303 42 303.89 31)3 96 3(J4 . 08 304 . 71 305 .59 306 . 51 307 .49 308 .42 309 . 35 310 .18 310 . 84 311 . 63 312. 5 313 . 44 E:lev 310 11 311 . 56 316. 7 315. 99 315. 65 315 .26 314. 56 314 . 05 313 . 39 312 . 61 311.83 311. 12 310. 5 309 . 83 309. 2 308 .56 308 308 307 . 52 306 . 22 292 .26 Main Stem -Effective Model 4' , . 4i I. 441). 4 59. ;c;. -l9C. :.1 s. 53-! ,·, ··- 29i . 2 3(•1 .:;: y, 3(1:2 . 1 :;..:.:.-I 3(•:. c 3(•:. .:;r.:_;i . <z-_41 3>:".4" ~-It .,· 3.:::. 4 2 C.€-1 .•·: 2(•9 .IS : . ~~: : ,· -! :: 5(1- S-! S. :-1 ~-t · .• ~l :_;i,·.,·, .:;._. -i c. ;: So. 4 . .+9~.95 : l! . c: c,-,' -. i'.2 .4". :,1:.€.:,9 ::i.:.: .::•:,.~ -:1~-.::-1 ,-,, .c- 3 l . } .J ·.(+I , .:_ j t ! ~ . -;. ( .:;. :, "; . : t .~ ! ·, ;, . 1:1 -; -I: . -; r.. -I;. • .;:;: ·,; ~ '.::;.: = 3':• • (·-l -: .: j . 'l € :: .:; . -1-; ~~ l ·:· ,);. -.l-··l<·-~1 ::_~,·:· .:.. 31(•,-;1 ·"St-l .£-1 .:;1 -~·~~ -:-~1.:-. :1 .l -· !l 311.:·~~ -:i5"_:.t 211 ~-c -·~: s;: :11 .-:12 .21 ::.1 =·(· 'i-; ... ,s ::1 .1 1:2(•. - -.h Manrdl•!' ,-, ·:a1u~ . ..;; :·,um:c Sr:.;;i ''al Sto !a ·a 1 .l CJ . .1)i St3 -; .. 4 4 Bank St_.::i : Left R19ht _;,:..::,.<I l o.l•.•t . Jo 1_;oeff Contr . _:, "~l .! E;·:par.. ; 1 IJpstreom Embankment side sloi::e •) horiz. to .ri vert1c.:al Downstream Embantment s i de sloµ.e iJ !1oriz. to l .n 'Jertical Maximum allowable submergence for wei r flo-,...r .95 Elevation at which weir f lo"' begins Ener gy head used in spillway desig11 Spillway height used in design Weir crest shape Broad Crested Number of Culverts Culvert Name Culvert ffl Shape Box Rise 7 FHWA Chart ri 8 -flared wingwalls Span 12 FHW.?I. Scale U 1 -Wingwall fla red 30 to 75 deg Solution Criteria = Highest U.S. EG Culvert Upstrm D1st Length Top n Bottom n Depth Blocked Entrance Loss Coef 80 54 .013 .013 ·" Upstream El evation 293. 64 Centerline Station = 393.23 Downstream El evation = 293.26 Centerline Station = 389.41 Culvert Harne Shape Rise Span Culvert ff2 Box 7 12 FHWA Chart ij 8 -fl ared wingwal ls FHWA Scale ff 1 -Wingwal l flared 30 to 75 deg . Soluti on Cr iteria = Highest U.S. EG Cul vert Upst r m Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef 80 54 .015 .015 0 .5 Upstream El evation 293.64 Centerline Station= 406.57 Downstream Elevation = 293. 26 Centerline Station= 402 .38 CULVERT OUTPUT Profile #1 Q Culv Group tcfs) # Barrels Q Barrel (cfsl E.G. US . lftl vi.S. US . lft) E.G. DS (ft) W.S. DS lft1 Delta EG {ftl Delta WS (fl) E.G. re ft> E.G . 'X lftl Culvert Control Culv ~lS Inlet (ft) Culv WS Outlet fft) Culv Nml Depth ft) Culv Crl Depth lft) Cl.IL':'ERT OUTPUT Profile ffl Q cu1·1 Group cfsl # Barrels Q Barrel (cfsJ .G. LIS . I ft) >l.S . US . lftl E.G. DS (ft) tO.S . OS {f t) Delta EG lft l Delta ~·JS (ftl E.G. IC {ft) E.G. OC lftl Culvert Cont rol Culv Group: Culvert #1 17 3. 04 17 3. 04 299 . 72 299 .65 299 6'.:I 299 62 0 . OS 0 . 04 296 .55 299 . 72 Outlet 299 .61 29C!. €..::. 1. 39 l . i:: 6 Cul'-' Ful l Len lftl Culv Vel US (ft/s) Culv Vel OS (ft/s) Culv Inv El Up {ft) Cul 'J Inv El [in I ft l Culv frctn Ls ft) Culv Exi t Loss {ft) Cul v Entr Loss {ftl Q v1e1r lcfs) Weir Sta Lft (ftJ Weir Sta Rgt !ft \·Je1 r Subme r9 Weir Max L>epth 1 ft \·ieir .t.vg Depth ft) Weir Flo1-1 fl.rea (sq fti Min El ~Veir Flow ft Cul'' Group: Culvert #2 1 ·19 . 96 I 149 . 9£ 299 . 72 299 .65 299 .66 299 .62 .05 . 04 296 .28 299 . 71 Outlet Culv ful l Len (ft) Culv Vel US {ft/s) Culv Ve! OS lft/s) Culv Inv El Up (ft) Cul v Inv El On (ft) Cul v frctn Ls (ft} Culv Ex i t Loss (ft) Culv Entr Loss (ftl Q Weir (cfs) vleir Sta Lft lftl We1r Sta Rgt ( ftl Weir Submerg 2. ;2 2.27 293 .04 29:-. LO 0 . Cl 0 .U3 0 . r)2 30L .33 2.09 1. 97 293.64 293.26 . 01 . 01 .03 Exit Loss Coef 1 Exit Loss Coef 1 Main Stem -Effective Model Cul v i·1S Inlet (ft Cul v i·JS Outlet ! f Cul v Nml [iepth { t Culv Crt Depth 'f CROSS SECT IOIJ FlIVEP: Main Stem RE.t..CH: l.lnnamed Tr1Cutar ItJPl)T [·~s·:r1pt1on: Staticn Elevation r·ato Sta Elev ~l 3l:S .~2 11.::. .ZC .15 317.9 J::.'- 7:. -1-1 11:·-1 . 5;:; 123. 2i 145. c_- 164. 34 22i"t . :;; 2-12 .7& 283.86 313.74 377. 24 395. 91 448.13 4 92. 95 522.83 54 5 . 24 57 5 . 12 S97 . 53 627 . 41 64 9. 82 668. 49 687. l 7 713. 31 31 i·. 7 3i 5 .. - 31 s. 34 314 .<o 314 . (•5 3l3.o9 311. 12 310.35 308 . 94 JOB 305. OS 294 302. 04 302 .62 302 . 98 303.37 304 . 35 305.73 307 . 42 308 .63 309.65 310. S4 311. 99 ~9. - ~:.. ?. l ! 1· •• .:,. 1 :c:. C::J i..J=: . .i 1 i -. 'j ~ :CZ4. l 257.72 287.6 34 3. E~ 3$(1. 97 425.91 -159.33 1J 96. 68 526.56 556. 44 582. S9 6(11 . 2 6 C31 . 14 653.55 672.23 690. 9 724. 52 299. 299. nt,;n::: I. 1. Ele·.1 310. 31;. SC: :.1 i . 3€ 31 '.:·. - j IS . .:.. c 314 . 5; 313 .~C 313. 2'> 31 o. qi 3(19.83 308.82 308 304 . 16 294 302 .1 9 302.66 303.04 303.67 304 81 305.97 307.63 308.83 309. 86 310.71 312.59 Manning's n Values num= \·!eir Max [•eptt'. :fi:. i/e1 !'" .:..:~·?-r·i:r..tr, ft. \·1e1r fli:>H ..:i.rea !.S;'.S ft i1in Ei We1r flo~ ·ti:. 14 . 94 ~.-. 35 €3. 5 l::. ·15 13-1. 4; 1s:;.I 4 1 Q;. ?..: .• 4 261 . 4 5 298 . i:.: 347 .)C, 384. 7 l 429 . ..i 5 463. II 507. 89 534 . (13 560. 18 586.32 608.73 C34 . 88 657.29 675.96 694 . 64 728.25 El:v : 1 .:-. 11 : 1-. 4 :·. ! .: . 21 ~. ! 3 . :: 3 • J l. C/ <I•). q _j(·9. 71 y,; .. 4 3 }(17. 7•? j(tJ. 11 ?(tl . 9 j(1'2. :;:3 Jt:02 . 01 3(•3 . 18 ::,1)3 . 76 )1)5. 03 3•J6. 39 307.86 309. 04 310. 05 31t).93 312.84 ::;i:.o: 17. €:: 41 .' ,, 7(•. c.~ 11 '.. - I:; ... c l 5C . 231 r:.- 272. c.c 302. S•I 3 69. 7 7 388.44 4 33. 19 474 .2- 515.3€- 537. 77 567.65 590. 06 612 . .J 7 63B. 61 661.02 679.' 705. 84 7 31 99 :1 :-1!:. qr:.. · 11. ~ l .J . .:. ·j 31l...;1 ~· l ,·' . ..., ;. 3t)9. 32 .:.h·~. 31 3(12 . 05 YJ:Z 3fJ2 . 3~· 302 .1?$ 31)3 . 24 :.(13 . Cl6 3(•5.26 3i.•E . 59 j(18. 02 309. 24 31(1. 21 311. 56 313. I Sta n Val Sta n Va l Sta n Val .l 0 .I 388.44 .06 429.45 3: SL.a 2·. ·I I : ~ . - i ~ ~· . : .:.. i -11 • ·:l ~ l :, .•.• ~· 1 _ 1 t:. C.3 _:,o.(q :no.39 31(1. 01 37 3. 5 392 . 1;:; ·« 4 . 39 '1-8 . 1)1 519.09 541. 5 571.38 593 .79 62 3 . 67 642 .35 664 .76 68 3 . 4 3 709. 58 74 3 . 19 Bank Sta: Left Right Lengths : Left Channel 388 .44 429.45 204 .5 206.4 Right B3 .63 Coe ff Con tr. . 3 CROSS SECTION OUTPUT Profile ffl E.G. Elev (ft) Ve l Head lftl W. S. Elev I ft I Crit <·l .S. lft l E.G. Slope (ft/ft) Q Total (cfs) Top Width I ft ) Vel Total ( ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha frctn Loss (ft ) C & E Loss lft) 299.66 0.05 299.62 295. SI 0 .000692 323.00 36. 76 1. 73 5 . 62 12277.7 206 . 00 294 .00 . 00 . 28 . 04 Element Wt. n-Val . Reach Len . (ft) flow Area (sq fti Area {sq ft) flow fcfs) Top ~oJ1dth (ft) Avg. Vel. (ft/s) Hydr. Depth I ft I Con·;. icfsJ Wetted Per . {f t) Shear (lb/sq ftl Stream Power {lL/ft s) Cum Volume tacre-ftl Cum SA (acres} Left OB 204 . 50 I. 10 0 .76 Ele·· I'. l'.--1 1 ~-. ! .. .! l -1 • • : 1 l . l ~ _: I ~ . '": -1 ' 11." ·~ '1 •.1. ~ 3•)9. 2 3(1B . 1)5 3(15 . 95 299 .23 3(12 )c)2. -12 302 . 91 303 . 31 304 . 13 305. 5 307. 22 308.21 309 . ·15 310 . 38 311 . 78 313 .85 Ex pan. .5 Channel 0 . 060 206.40 186.82 186.82 323. 00 36.76 l . 73 5. 08 12277 .7 43.22 0.19 0.32 15.35 3 .19 83.63 ., . 31 2 .93 Warning: The conveyance ratio (upstream conveyance di•Hded by downstream conve;ancel is less than 0.7 or greater than I ..J . This ma~ indicate the need for additional cross sections. CROSS SEITJON RIVER: Main Stem REf..CU: I.Ir.named Tributar INPl.IT Description: Station Elevation Sta Elev I) 317.25 194.39 304. 75 3'2 300. 51 404 .48 299.86 425.54 293.72 00.68 4 40. 4 7 449 .3 559. 93 585. 5 620 . 54 633 . 44 652 .52 655 .27 292. 13 299. 04 299. 01 303.37 305.25 307.75 309. 62 309. 59 310. 05 Dal a Sta 16. 31 Z38 .03 372 . 91 4 OS . 7 3 428 .13 4 32 . 14 441 452 .45 560. 14 619 . 64 624 .76 644. 16 652 . 7 655 .33 R.S: 75:=-& num= Elev 316.85 302. 82 299. 36 299.87 292. 92 291.67 299. 51 298.65 303.42 306.56 309.26 309. 7 309.6 309 . 97 7< Sta 53 . 5"" 24-1 .69 373 .04 411. 63 429 .21 436. 46 441.43 454 . 4 3 567 . 3 7 619 . 97 624 . 92 650 . 83 653 .08 6S5 . 41 Ele•; 315 .03 J1J:;. -18 2Q9 . 19 L9&.06 292 .58 295 .49 299.9 2 98 . 7 2 305 . 12 305 . 91 309 .31 309 .76 309.6 309 . 94 Sta 76 273 . (•) 373 .29 412.59 429 .76 438 .74 447 .86 457 .29 571 . 03 620 62 5 . 11 652 .09 6S4 . 29 655.46 Elev 314 . 07 31.11 . B2 299 . 21 297 .74 292 . 41 297 . ol 299 . 17 298 .85 304 . 31 305 . 84 309 .36 309. 6 310 . 31 309 . 92 Sta 167.71 361 .35 377.21 422.94 4 30. 04 439.75 448.96 462 .28 574. 79 620. 19 632.09 652.25 654. 82 656. 02 Elev 30'. 96 30(•. 6-1 300 . 34 294 .53 292 .33 29E . 41 299. 04 299.11 303 . 72 306.51 309. 66 309. 59 310.63 309.96 Main Stem -Effective Model 31'.'. 19 31 ~ '_:;:5 31:;: - l·~.anr.i;,g ' E. 11 ··aluEE. num= Sta n V&l Sta n Val Sr..~ n '/al .! .1 411 .63 .(1i_ .:i:::.7~ ead: Sta: L~ft Pi;:ht Le1.gths.: L-::ft '..:har,nel R!?tH: 411 .i" 1~,.-4 : c r.. c; 139 -"79 1:;..: -: ::. 5i:.a L Sta P t:le1• Sta o. f< :1: c;..., Lf.1.;- E.G. Elev f:_ \'el Hea.d fr_ ~-i.S . Ele·~-·ft. Cr1t W.S, 1 ft· E.G . .Slop-:-1 f:: ti: 1 :t Tota 1 · (.; f;;: Tei; ~"lidth 1 fr.· '/el Total 1r't/s; Max Chl (ipth ·ft Ccnv. Total =~fs. Length ~·Ji_d . 1rt1 Min Ch El (ft~ P.lpha frctn Loss (fti C & E Loss {ft 32(1 2'1 .43 "'0: ~9S:.i .} ,,.1·· .:.. .:::-~:. l 4.: .. : .. '· ... ·H .5C· 3. I; 1 . s ' 7381.4 IJ<j. 6- 291. 67 I. 11 lJ ii 0 . r)3 Element :·Jt. n-'/a l . F ea-:·r, Ler,. t:: Flo'.,: 1-.rea =s:; ft .:..r'2d ·sq fl Flow '.cf s, Top W1dth ! ft; ;_·19 . Vel . !ft/s H/dr. (lepth fr. ::onv. (cfs i'l'ettedPer. ,fi_ Shear {lb/sq ft: Stream Po·..Jer lb/f1_ Cum Volume (acre-ft, Cum SA (acr-::s ·. Warning : Divided flow computed for this cr oss-section. -::.5 C:--eff ·-..:c.ntr . .l s:=:i L~ ft :ie •·.1 •·• l .lfl 0 .75 • _•_•.c: . .-. J ' ~ •• -; ~: 1 l ~ .: - l 1 ~ - .11 ... 3·1 -~ 1 : . (• ".4(1 1-l -63 ,(14 Li . '.), 5 . - f•. y 3 - Io.•> fJ .1Jf 0. 02 5. 30 2 .91 Warning: The c:onveyance ratio {upstream conveyance d1v1ded by downstream conveyance) is less than 0 .7 or greater than 1.4 . This may indicate the need for additional cross sections. CR1JSS SECTION RIVER: Main Stem REACH: Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 317 . 13 281.06 303.17 350 .55 300 .26 353 .17 300.09 357 .24 294 .73 364 .03 397 . 05 495 .66 530 .96 552 . 14 565 . 14 581 . 37 595 . 47 597 . 64 599 . 95 299 . 13 297. 94 299.37 302.79 303. 71 306.49 307.89 307 . '9 3oe .01 308.04 Manning's n Values Data Sta 52 343.26 351 . 34 355.51 357.66 364. 11 432.01 495.75 533.73 563.42 566.6 582.26 596.14 59'.77 £00.29 Sta n Val Sta 0 .! 353.17 RS : 7446 num= Elev 315.56 300.59 300.25 297. 01 293.92 299. 15 298.57 299.37 302.26 304 .15 307.02 307.86 307.64 308 . 7 307.93 num= 74 Sta 61 . 48 348 . 12 351 . 76 355. 81 359. l 384 . 29 n2 .23 513 . 97 535. 31 563.6( 574 . 17 593 .73 596 .< l 598 . 75 658 ' 76 n Val Sta 06 180. 42 El ev 315 .14 300.38 300. 2 3 296. 61 292.28 299. 07 298.59 299. 71 302. 49 303.67 307.63 307. 95 306.26 306. 41 312 . I! n Val .I Sta 156' 52 349.56 352 .69 356.34 378 . 4 6 384 .33 433.34 52G.79 540. 83 563.69 575.29 594 . 36 596.46 599.38 061.22 Elev 308. 14 300. 32 300. 19 295 .26 297.6 299 .14 298 . 61 302 . 72 303 . 28 303.76 307 .65 307 .67 3oe 34 30B . 21 312. 28 Sta 252 .86 3 50 . 4 5 353. 11 356.99 380.42 393 . 43 491. 52 526 .B2 549.64 564 . 38 576. 12 595. 21 597 56 599. 79 Bank Sta: Left Right 353.17 380.42 Lengths: Left Channel 30.l 41.96 Coeff Contr. .l Blocked Obstruct1011~ num= Sta L Sta P Elev Sta L Sta R Elev J..:.U Sta L Sta P 219.24 291 . .J· j2,~· 57 63 ~u.5 c. r:: ..j 1 j'-. ,_11 503 .37 548 . 320 CROSS SECT I Oil 'l.lTPIJT Profile ii 1 E .G. Eli:·; !ftl \'el Head 4 ft) w. s . Ele·: f ft 1 Crit W.S . !ft1 E .G. Slope ((t/ft1 Q Total fcfs 1 Top \Vidth I ft I Vel Total ( t t Is) Max Chl Dpth fft) Conv. Total cfs) Length t-Jtd . (ftl Min Ch El If<) Alpha Frctn Loss (ft) c £. E Loss (ft) 0. -HI i9B . 12 29f. 89 (1 . 0133(1!) 400. O(t 37 "" 5. 26 5. 84 3Y 67 7 38.63 292.28 1. 03 0. 07 0 .12 Element Nt . n-Val. Reach Len. • f:, Flow .?\rea sq ft .:..rea (sq ft) Flow (cfsi Top iVidth ft) Fwg. Vel . (ft. s Hydr . Depth (ft Conv . (cfs) Wetted Per. ft Shear (l b/sq ftl Stream Power (lb/ft s Cum Volume /acre-ft) Cum SA (acres Ylarning: Divided flow computed for this cross-section. Left 0E 30 . I'' I . lD 1). 7 s Elev J04 . 49 300.29 300. 10 295. (16 298 .13 298 .29 299. 4 303 . 19 30 3 . 62 306. 22 307 .66 307 77 308 99 308 .09 Expan . .3 Ch-::innel "'. (!6~1 ..i 1. Sit. 7 l . 95 74 .9S 399. 6."I LS . 71 5 .3o 2 .92 34 C.4 . 6 29 .39 2 -12 1]. 29 1."I -32 .95 Ri9ht 08 fJ l(l(l 19' 11 I. 04 1.04 0.36 11. 71 0 . 34 0 . 09 3 . I 11. 72 0 07 0 . 03 5. 29 .87 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional c ross sect ions . Main Stem -Effective Model RI .. E~: Ma11: $t.;m R~.!t.CH: 1.1r,n;:ned Tr ibutar IHP1.i"~ [;;;:::r .:..rt ior.: S1:e:-.i c.1: Elevat:.lcn rai:a r,u{;\= :ta Elev .Sto Sl&'i '. 0 . 12 .J::. F· 21~.:;~ '·-i . €3 Ste:. (:"''1 .5:9 31 ·E . 5 3· .. __ ~i :.9~· j 3"7f .:.J :;:(-~;.2-39£.:-1 i::.:..~: _9€. .j =.;.1,•: :9Q.23 494 .1 Sta Elev S t~ l •,/ .~3 Z99 .1S: c.-; .::..i ?99.i:8 5€ :l•.'!.l ~ 534 .:-6 .:3 3·:·~.34 ~3:.~~-.; .:.. :~.:. ;.:.:.}.J ~.i= .... :.:•:.~11 55-;_c-.3 s ..... c; 3c1:,_c.., ~·€:-3··~- ~ ;:-~-. l ~ <. r:.' - -•.Ii.. !:: .J 5·~ ·;· . .J -l :_:(i;:. €.~ 5 I(,.'""! -l .4-)1)-. l.:."7C 1)€_ -· .;} -.31 .L: _;,i:,-.:;1 5t:3.c·.:. 5 ~4 .3: ,31)1 .4-: ~-;;4 :--~: 3,_.-; .J- . 52 5:.4 . __ .. · :;(,-;. 5<1 595 59~~. S3 301. 3;;.-59.-. ...,: }1•-. .JI t-tann1r1J ' s n Values num""' Sta n Val Sta n Va l .1 396.51 .Of s ta 428 .4 2(•"'.( 591 .19 3(•8 .lf c.~-.-1::: 3.·.;:.. 11 31 • '~:: n 'Jal .1 Ban~'. St a: Left 3%.51 R1g hc 4:8.4 Lengths: Le ft Channel Right 1 . ,·,5 Coef i Contr . .l Bloc~:ed (;bstruc tions num= Sta L Sta R Elev 52(1 580 307 CR(1SS SEr;TI OI~ (.1UTPUT Prof ile U E.G. El ev !f t) Vel Head (ft l ~l .S . Elev (ft) Crit W.S. (f t) E.G. Sl ope (f t /ft) Q Tota l lcfsl Top ~-!idt h (ft) Vel To tal ( ft /s J Max Ch! Dpth (ft l Con·1. Total tcfs' Length Wtd . (ft l Min Ch El (f t) Alpha Frc tn Loss (ft) Ct. E Loss (ft) 298.36 0 04 298.33 295.15 0 ' 0(•0725 4 00. 00 104. 44 1.25 6. 34 14858 .3 .11 291. 98 1. 59 (I. 00 . 00 l I . 14 Element Wt . n-Val . Reach Len. {ft) f low Area (sq ft) .L..rea {sq ft) flow (cfs) Top Width (ft ) .~vg . Ve!. (f t/s) Hydr. Depth (ft) Conv. (cf s) Wetted Pe r . (ftl Shear (lb/sq ft ) Stream Power (lb/ft s ) Cum Volume (acre-ft) Cum SA (ac r es) Left OB 0 . 1(10 I. 00 8. 72 8. 72 2 .80 12. 07 (). 32 0.72 103 .9 12. 16 0.03 0. l)l 1. 09 0.75 ':! "".·P E..:.pan. .3 Channel 0 . 060 !. 14 155.33 155.33 282 .37 31. 89 l . 82 4 .137 10488 .9 34.50 .20 0 .37 14 .21 2. 93 Right 1)8 0. 1(1(1 l. 05 155. 31 155.31 114 . 83 60. 48 0 . 74 2 .57 4265.5 61 . 81 0 .11 0 . OB 5 . 26 . '35 Warning: The conveyance ratio (ups t r eam conveyance divided by downs tream conveyance) i s l ess t han 0.7 or grea ter than 1.-l . This may indicate t he need for additional cross sections . CROSS SECTION RlVE:R: Main Stem RE:P..CH: Unnamed Tribu tar ltlPIJT Description: Station Elevation Data Sta El ev Sta 317 .l 46.63 303.9 302.54 Jll .I 316.61 299.29 -i50. ~r 52f. 03 5-15.(17 r ~s . +:I} S'"'0. 31 5t 3 . 39 593.E 597. 65 641 . ·l 1 301 . 31 ...)\)2 . 9 )(13. 21 106. 7 s Jt)7 . q9 ~W'"'. 53 J1r . .i 2 3013 . E 31 (1. j~ 377 .l -IJ,). 5-, 534 . 4 4 5513 .73 565' 12 57i. 5; 1 S9:<. 9'=' 5~€. -1, 597.'73 0-1 7 . B9 RS : 7405 num= Elev 315.55 302.29 299. 28 ':;;;. 1 Sf 302.84 303. -l 1 303. ci 1 3(17 . .:. (/ :.C•7 . iJ7 3.:+1 . 53 jc)7. 4 5 308. 4 9 31 1) • .,:.;5 63 Sta 68.41 319. 12 396. 51 -194 .} l 536.;: € 5€4 .2 565. 7--l 577.71 594 . 1 € 594 ' 53 596. a~. 591.79 64 7. 93.. Elev 314. 63 3n2. 01 29C·. ·39 2;~. 10 3(12 . 37 3t)3. 62 305.9 30'.28 307 ---l 6 3( ""J • .J 6 )(•'. """!7 )t1j. 41 )10.86 Mannin~·s n Val ues num= St a u n Val Sta . I 396. 51 Bank Sta: Lef t 396.51 Righ t 4 28 . 4 Bl oc•:ed Obstruc tlons Sta L Sta R Elev 409 41 1 295.95 469 471 296.85 Cross Sect ion Lid num= 2 St a Hi Cord Lo Cord 390 296 295.5 n ·-.'a l '1.)6 St a -1 2'6 . 4 n \'al .1 Lengths : Le ft Channel num= Sta L 429 520 l I. 16 Sta R 431 580 Elev '.;:96.25 307 Sta Hi Cord Lo Cord 490 29'.I 296.6 Sta 149.52 351 . 98 400. 11 510. '· 2 538. 81 564 .8 566 .. 11 57 3. SC. 586. +)1 595. "" 590. 9L 597. ~c Right l. 05 Elev 308 . 55 300. 4 6 291.98 L99 . --l "i 301 . 99 303 . 64 306. 15 307.3 30' . .!Ii 307 . 37 30S . 15 30S . 35 Sta 291.6 372 .83 428.4 52 1. 10 541. 4 50-1' 82 507 ' q l ~80 ' 7-1 591 '9€ 595 .42 597 . 13 £(.r(I . 78 Coe ff Cont r . .I Sta R 451 Elev 296 .55 Elev 303. l 299.48 294.68 t.:::t3. 3(12. 36 303." 306. 52 3'"17 . 3t! .)ll-. 52 3•)7. !B 3(18. 28 31)7. 46 Ex pan. .3 Main Stem -Effective Model E:. :; . Elev 1 f ;: .. el Head : ft ~·: . .S . El o:·: \ft ::::.G. Sl ope :ft/:'..:: ~ ictal l:::f~ .-:!=" /iidth r f:: ·-::1 Total 1 ft/~ .!~:-: Ch! ['pti"; ft r:on·;. Totai ··f~ :..e1:;_:ith 1·;tc.i . ·fr: i-'.ir, C.:h Ei r·. .:..irha :·r.:tli Lo:.-: fr: 1.. E L.:.i.s~ . ; r_ Hi'1EP:: Main St~m l·E.i-.CH : Unnamed Tr ib•Jtat lllPIJT [•escr iption: Station Elevation Sta Elev 0 317. (16 3(13. 73 377.09 493.65 534 .3 559. a 5f5.47 576.28 583.28 594.96 597. 24 6(10. 51 302.52 299.28 299.10 302.&2 303.44 305 .&9 307 . 2 5 307 .47 307 .36 308 .51 307 .44 Manning's n Values Data Sta 1H:1 .(•i, 312 .25 396. 51 493.79 530. <9 564 . 52 566. 43 577. 9-l 583. 92 595. 71 597. 37 64 5. 82 Sta n Val Sta 0 .1 396.51 Ban~: Sta: Left Right 396.51 428 .4 Blocked Obstructions Sta L Sta R Elev 409 411 295.95 469 471 296.~5 Cross Section Lid num= 2 Sta Hi Cord Lo Cord 390 296 295.5 298 . ('.'.' 29~ .., 2'15 . • (••:15:;5.: 4(1(•.(1(· h•C:. c. :;: 5.tC4 . - l .J: :;: 9 l. 96 i. :: •:•.•.l RS : 74(;.J num= Elev 315. 55 302 .22 296 . &13 299 . 18 302. -I 303. 62 306. 24 307 .27 307 . 45 307 . 41 308 .59 310. 71 num= n Val .06 Elemer,t :·:1:. ;·,-' '.o; l . ~-ea:h Len . ft. flc·.·: .L.r ea ·,.::.q fti .:..r-:a sq f 1:; ;;'lo:" cf.::. TC! :··1dtt·, ft 1 .:..·.·g . ~.'~!. (f1:fs' H/Cr . [1ej:t:!-, 1ft1 :·i~tted f'er . ft ~r.-::3~ lb ... sq ft ~tream F-o·.:e!" ·lb/ fr: "..:um ··01 ume -:i-:·r:-f1_ ;_:um ~.:.. : .:..c 1 e:: Sb Sta 08.83 321."i4 40fJ. 11 511. 24 538. 05 564. 56 5€€.86 578. 65 567.74 596. 21 597. 38 647. 91 Sta 428.4 Elev 314 . 59 '.':01 . 89 L91.98 299.5 301 . 98 303.54 306. 4 307. 28 307.47 307. 4, 306 57 310 86 n Val .1 Sta 149 .0~ 353.07 428 .4 s21. c,-1 541 . 52 564 . 7 3 567. 12 582.42 593 .7 596.56 597. 51 Lengths: Left Channel Right 1 .05 num= Sta L 429 520 I l. 17 Sta R Elev 431 296.25 580 307 Sta Hi Cord Lo Cord 490 297 .l 296.6 Sta L 449 Elev 3(12. 57 3(11). 42 294. £8 299. (.'J 302 .39 303. 19 306. 5 307 . -1 4 307.51 308 308 .4 Left (,E (·.1 l . i:. 11 . 11 .<I ·:·. :4 1 •. ,, ,·,_-:- Sta :91 . 54 372.96 -I8:j . C.5 528.-19 544 .89 564 . 0 3 571.17 583.16 594 .2 096.65 597. 91 Coeff Contr. .l Sta R Elev 451 296 .55 CROSS SECTION OUTPUT Profile Ml E.G. Elev (ft) Vel Head I ft I w.s. Elev lftl Crit ~l .S . (ft) E .G. Slope (ft/ftl '.) Total lofsl Top \·Hdth I ftl \'el Total {ft/s1 Max Ch! Dpth 1ft rrn" Tot:nl frf.c:I Length \·Jtd . 1ftl f.!in Ch El rft• .A.lpha Frctn Loss 1 rt, r;,ELosstfl_\ 298.35 0 . 06 296 .30 295 . 27 r,. (105397 40c).00 11)6. 7~ 1. 53 6. 32 :)4 ..J4. 9 1. 14 2°1 . g,;;· i . s:1 • 1)(1 o. fll Element Wt . n-Val . Reach Len . r ft 1 flow Area (sq ft P..rea \Sq ft) Flow (cf s) Top Vlidth (ft1 .C..;rg . Ve!. \ft,s1 Hydr. Depth ft C.:onv . lcfsl Wet ed Per . ft Shear I lb, sq ft Stream Po·.ver lb ft s, Cum '/olume rac-re-rtl ·:um S.>:. (acres Left 08 0 . 100 l. 00 B. 14 t. 14 ...., . 03 11. .'.J 9 •). sr r1. 71 O< - 11. 5'"' . 24 I). :'.f! 1 . fi9 . '4 1. l c: l :.: . ( 13::. ' 2;;. -. ?l 'I "· -1 c 4. 1- 393(·. €, l •)2 . l - '.'.-!-! Elev 303. 18 299. 4 8 296. 82 301 . 44 302. 88 303. 57 306. 83 307.48 307. 4 5 30S. 10 308. 27 Ex pan. .3 Channel 0. 060 1 .17 132. 87 132.87 29B .03 31 . 89 : . 17 4. 17 3920 . B l OZ . 17 . « I . 95 14. 2t) :. • Cl:Z . 1)5 l :c1• f C: l:': .. [€ l •:·o .< 1 '". 52 1. 9 1-137 1··1 . Right OB 0 .100 .05 120 .17 120. 17 I n.t . 93 63.38 0. 87 1. 9(t 1.:128 . 4 1' l. 65 . 24 (J. 21 s. 25 !. • 65 ~·Jarning : The -:on'.·eJ·dnce ratio 1.upstream conVefance di'.·iJed L~ ~Jm·Histr.::am ·:v11 ·eyancel 15 less t.hcin 0.7 :::-r_gr":!ater thUlL l.-l. Th1.s ma} indicate the n~ed [Ql adcti11onal r·ross SE:Cttons . CR•_,55 SECTION FII'.'EP: Main Stem PEACH: Unnamed Tribular INPUT Description: Station Elevation Data Sta Elev Sta 0 317 .07 47.53 303.56 302.5 313.4 377.37 299.28 37B .2i 488 .65 296.82 492 .92 512.46 299.52 520 .99 RS : 7403 num= Elev 315.55 302. 15 299. 24 299. 17 299 68 6(.1 Sta 69 . 25 324 .36 396.51 493 .28 52 8 . 96 Elev 314 . 54 301 . 77 296 .88 299 . 17 301 . 57 Sta 148 . 57 3 54 . 17 400. 11 493 .99 534 . 16 Elev 308 .59 )1)0 . 37 291 . 98 299 . 18 302 . 81 St.a 2c9 . .}7 373 .09 426. -I 495 .47 536 . 12 Elev )\)). 26 299. 48 294 . 68 299.21 302. 42 Main Stem -Effective Model .1 . ~ .1 .4 .1 1 90:: ·:•; .. \ ::. :: . 4 0 3 7 . 3 -, - .£4 . 4 5 .2; . :;9 .41 . 9B . 22 .4 .1 i . ::::.::: Hcr.1,ir.~'s: n ':'alue.::: num::::: S:.fl n ·1al Sta n ·.'al . 1 :: :Ji.:. 51 . ·>( 544 .-; 65. 1 c: '2. (•4 ~-.s2 ~':4 . 59 96.32 ~ta 4~'. 4 .i;' (I. 91 . 4 £ -.. c; ::>. 14 n '/al 1 Bank Sta: L~ft 3'.=;£.: l r i ;ht Le11~ths : L~ft Channel F 1 ;:-!1: ~-,.J. L. Bloc~:ed •Jbs:_ru~_-r:i::::11s num= Sta L E.G. C:l'::·· i ft Vel Head ft· \·J. S . El e1.i '.ft. Crit W.S . tft) E .G. Sl:ir<: 1ft/ft" Q Total (cf si Top i'J1dth (ft) Ve! Total (ft/s) Max Chi Dpth I ft I Conv. Total lcfsJ Leng th Wtd . If t) Min Ch El !ft ) l'.lpha frctn Loss (ft) C & E Loss (ft) •.'.(•-l :;: 9~1 . 1 s 0. r • .-,.-.7 3~ 4.:1·:·. 1"1•) 1•)5. ::;-:; 1 . 25 (j. 33 14755.5 74 .42 2 91. 9B .60 0 . 12 0 . 02 ::.'·J l ~· -; l . 31 Slem~r1t :·;;t . n--/3 l . Pea~·h Len. :Lt Flow !•.rea (.sq fr-. P·.re;:i 1 s:i ft· Flo;.·1 (cfs) Top Vi1dth (ft) Avg . Vel. (ft/Si Hydr. Depth (ft1 Conv. (cfs) i·letted Per. (ft_\ Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft1 Cum SP.. (acres) St 59 59 c4' . r_:o'?ff r.;.:r.-=. .! Lef i: .;E- ,-, lt.11"• '.i(r. 1 ~ . .:.: '. ;<,;.. :z .s: 11 . 04 1). 3:' (•. 71 93 I 11 . I 3 0 . 03 0 .01 I. 09 0 . 74 •_•,1)(,(1 -l.:: i l r:~. ,:.1) !::.·! .:.,·, z;:..z . 12 31 .89 1.n 4 .85 l fJ4?9 . 4 24 50 r). 21 1) 38 H 19 . 92 (1.i1•) 94. 12 l 5C-. 1 C, 1:.::.16 114. 1:- 62 . 95 u. '3 2.48 4233. 1) 63.37 0. 11 u. OB c; 25 2.85 V1arning: The conveyance ratio !upstream conveyance d1v1ded by do·..Jnstream conveyance) is less than 0 .7 or greater than l .~. This may indicate the need for additional cross sect ions . CROSS SECTION RIVER : Main Stem RE.Z\CH: Unnamed Tr ibutar INPUT Description: Station Elevation Data Sta Elev Sta 0 317 .04 45.74 303 .96 302 .08 389.57 397 . 64 402 47 440 .58 453 . 31 528 .23 543 . I 2 544 . I 6 564 . 12 571 .5 5 7 4 . 59 578 .33 298 .62 298 .53 298 . 54 298 .38 300 . 91 301 . 85 304 .77 306 09 306 12 306 .38 306 I 4 Manning's n Values 397.71 413.2 441 .03 455 .25 530 .51 54 3 . 14 54 4 . 22 565 .35 57 J . 87 574 .65 579. 7 Sta n Val Sta 0 .I 402 .47 RS : 7331 num= Elev 315 . 55 299 298 . 54 296 . (16 298 .54 298 ;J 301 . 24 301 . 8 304 . 76 306. 15 306 . 07 306. 92 306.23 num= 65 Sta 77.56 389.77 398.02 425.2 452.33 51 7. 9€ 531. 7 3 54 3. 24 SSC'.97 565. 75 573.22 575.01 587.85 n Val Sta 06 4~0 .58 Elev 314. 04 298 .99 298.19 293 .28 298 .36 299 57 301. 42 301 .6 305. 98 3(16. 13 306. I 7 307.21 306.78 n Val .I Sta 14 5. 78 389.88 398. l·I 431. 51 4 52. 95. 525. 7 531.85 543.7 561. 71 567 574 . 2 575.85 623.75 Elev 308. 8 8 298.99 292.22 291 .83 298.37 301. 41 3(11. 4 4 3'J3. 31 306. 02 J(16. 14 306. 24 306.94 JOB . 7 8 Sta 255.93 390.07 399.42 431 . 94 453.02 528.05 532 .6 544. (18 562.85 57 J . 18 574. 31 577 29 627 . 19 BanJ.: Sta : Left Right Lengths: Left Channel Right Cot=>ff Contr . 402 .47 440.5R l-li .82 }i6.97 137 .88 Blockeo ubstruct1ons num= Sta L Sta R Ele•; Sta 230 .~9 246 .06 320 246. CPOSS SECTION ·)IJTPIJT Profile ijl E .G. Elev (ft) Vel Head (ft 1 W. S . Ele:•; (fl l Crit ~·1 .S . (ft\ E.G . Slope (ft/ft) Total (cfs) Top ~;'idth ! ft) Ve! Total (ft/s) Max Ch! Dpth (ft ) Conv. Total 1cfsl Length \\ltd. (ft) Min Ch El (ft) .ll.lpha Frctn Loss {ft) c & E Loss (ft) 298 21 !J 21 Z9B . O(t 295.98 1).005471 .j(l(l. 00 35. 09 3.69 6 . 17 5408 . I 176. 40 291 83 . 00 .r . 01 0 Sta R 2t.f.. 40 Ele·1 320 Element ~'!t . n-·.ra 1 . s ta L s to P 11 4 l 12 ·i ~ s Reach Len . lft; Fl9•·1 ."-.rea (sq ft .:i.rea (sq ftl Flow ~cfs: Top thdth (ft) .:l.V·J . 'Je-l . 1 ft/s) Hydr . Deplh (ftJ Conv . fcfs) \;Jetted Per. ift) Shear (lb/sq ft) Stream Pm·1er (lb/ft sl Cum Volume (acr e--fti Cum SP.. (acres\ I E!e•; Le ft •::ie 14 7 . 62 .09 0 . 74 Elev 304 . 73 298.98 298.56 292. 1; 298. 37 300. 95 301 . 4 6 ~04 .75 30.C: l).j 30€.. 16 306. 42 306.48 31)9. 15 Expan. .3 Channel ·:· (16!) l 't. 97 11)8. 30 !Of:. J1) -lOO. 00 35. 09 3 .69 3.09 :,409 . 1 37 .82 0 . 95 .61 13 .98 . 87 P1ght OB 137. 8B 5. oe . '8 \·/arning: The energy loss was greater than 1.0 ft (0.3 m). beth•een the c urrent and previous cross section . This may indicate lhe need for additional cross sections. Main Stem -Effective Model CF: S!: SE'.~T I ·:·ll f-!'128: !-'.aJr, Stem PE.=-.CH: "r,1ia1r,ed Tr1Gu :~r <::.::":·r l! : ; ::. : :.::': t.:1. £_·.; :~tior:: ['o: . .::. ~~6 El~v ~t Ele•! } 1 < '1 -. '\ 31. ; 14 -. : ~ :; l ·:· <h•:.~· :- .J•·r . l s·:-? . .:i 1 595. (.~ ~~'-.::-•)..:... ·O:"l . 3~ 3(•.J !":, 3(•~. 7B 115 )L 3cn;.; .15 .'! •) ..j .., S: l . ..j ; ·1': ~ -:-~ i . ( ..J ,. -:~:~· :( ~;..;. - c . .::. - s-1. i: -: i:·1 ·1·· sc·.:·. :_ ::i_·-1 . r 590:.~_.; ;:O..J .·~~ 59C:. 1 ~.. 3;)4 . ., o-1 J . .}•.•I . 9!:J C:5S.19 303.58 Manning 's n Valu~s num= 4 - I 1. 3 . ~-; S~J . 1:.: 59-.:< 599.73 i::.44 . 56 St a n Val Sta n Va l Sta .l 357.7..J .0€ '"127 .Sl :1 2~·1.41 : ~-: . ;\ : r. \_'a l .I Sta «;· . ' .Jl .1 ,4 i::c. . .: ~-.: ~. 5 El %. 93. ~-· l . .:. 91 . c9:. 2~5 . : 9~,. o" ::;(•(). ::-I)} . 5~ I .j . / . -4 . I B El• 1(· . .: 91 . [1 4•-i . 91.~2 4_·~. 95 :-:• -F· . :; c,;. 7'"J. :-::: . : .:. 99 . .j:: S·:-~. s-;.1: s~::-. .:i: ~11·1 .~C 5;-; . .;...(.• (q . 19 s~=.sc.: 1:.4 .73 =-~·-. c 1 ,;,4 . '") €_ • &•:12 . tJS . Sl i·4~-~:2 (1t..1)7 Bank Sta: Left Right 387 .<4 427 .51 Blocked Obstructions Lengths : Left Channel 65.31 71.28 Right 77.58 Coef f Contr. .l Expan . 3 Sta L Sta R Ele·.; 221 .L~ 310 .~7 320 num= Sta L 317.69 CROSS SECTION QIJTPIJT Profil e lfl E.G. Elev (ft) Vel Head {ft 1 W.S. Elev {ft ) cr1t \~.s . (ft l E.G. Slope (ft/ft) Total (cfs) Top Width {ft) Vel Total { ft/s) Max Ch! Dpth I ft I Conv. Total (cfs) Length l"1td. (ft) Min Ch El (ft) Alpha f rctn Loss (ft l C & E Loss {ftl 296.83 0.36 296. 47 295.39 0 .010987 .j 81. 00 63.25 4.40 5. 1 ) 4588.8 72 .21 291. 36 .20 0. 4 5 0.06 Sta R 336.63 Elev ~2(1 El ement Wt . n-Val . Reach Len. {ft J flow .l'l.rea <sq ft) /l.rea (sq f t) flow tcfs) Top Width I ft I Avg. Vel ( ft/s) Hydr. Depth (ftl Conv. {cfs) Wetted Per. (ft Shear ilb/sq ft) Stream Power (lb/ft s) Cum Volume tacre-ftl Cum S/l. (acres) Left OB f.5 . 31 1 .1)9 t.1. 7..J Channe l 0 .060 71.28 95. 84 95. 84 468.09 35. 68 4 88 2.69 4465.6 37. 14 I . 77 8 65 13. 5f 2.73 Right OB 0. 100 77 .5e 13.41 13.41 12 .9l 27 .56 t). 9£ 4). 49 123 .2 27 .5>) (l. 33 0 .32 . (16 ...... 74 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may i ndicate the need f or additional cross sections. CROSS SECTION RIVER: Main Stem REACH: Unnamed Tr1butar INPl_IT Description: Station Elevation t•ata Sta Ele·-' Sta J l..;. 7:J ..j:,. Ut.· 31~.13 295.99 :L-1 04 32G.-l 295 . .J""' ;~.-•.9.J 3:;4 _.,c. 290.-7 336.49 345. 1-292 .s-353..;.s 455. l '4 4S 1. 44 4 8j. (l~ .j 8 4. 1 1 4 '·'. -so·:., L4 5-15. 3,.; 293 . 9";. 2CJ7 . 5.J 299. ~ ; fil . 51 3•)3. 2 l 302. 32 3(12 . 54 31)2 . 9.::. 304 . ;4 .j E..::. c- -1'9. c.:- H: 2 . -18..::. 09 4 B:. -1 491 .c $(19 . ..., ~· c-.-; 4 RS o 7083 num= Elev Jl l -i.J 295 93 292 .8 -Sil . 12 293 .9 2?3. 9( -::·: . ..J t 3(11. 32 -ioz . 1 L ~02 . 91 "711\2 . 4 5 3(12 . 35 J• 3 . •.'! 307 . 22 Mann1119 ' s n '/alues num= 67 Sta l (17 . C.4 3~5 .79 J 32 . a i 33: . .j € .:,53 _93 363. 21 4 64. (12 .j 79. sc: 482. L ..! 183. 12 487.29 502 .... 525.JO Sta n Val Sta n Val Sta 0 .l 325.92 .06 353.85 Elev .:> .,, 1 295 9 i9 l . 39 -ql . 32 :;. :.3 . 91 < 94. l 29S. 5 301 . ..j 302 l 6 302.65 j(J3 . 95 -:03 . 32 n Val .I Bank Sta: Left Pight 325.98 353 .85 Blocked Obstructions Lengths: Left Channel 79.02 220 .1 9 num= l Sta L St a R Elev 142 .37 175.2 320 Sta i 1:1.S . 15 325 . 9S 333 .9C 342 . 1 - :S53 .9CI 36S. (•S 4 f?. 4~1 4 i:..._. ;:.;;· J 8'"J . 35 4 83 . 17 .J B'. 9€- 503 . 52::.:. Cl Hight 74 .36 Ele·~· ]01 '29 295.77 291.04 292.02 293. 91 294. 21 299. l 4 301 . 3€ 1(12. 4- 302. 1 i )(J2. 63 3(1 ~~ . 6 c 3.-.3. 3: Sta .:..:..; . 31 32€. 11 334 . 39 "') -14 . ;::3 ~ 5 4. ~ .j ..i2-. p- -1'~. 19 4"!. 2B .JS2 . 7: 4 ·~ 3, L 8 1 :;~-. (!9 Coe f f Con t r . .I Elev 29-. O..J 295 .67 29(!. 91 ?92 .38 293 .93 £ijC. 4 7 2'>9 .34 31)1 3.J 3(1~. 9 3112 . 22 302 .51 302 . 93 304. 6 Expan . .3 Main Stem -Effective Model E.G. Elev ·.;el Head : f Cr1t 1:L.S. E.G. Slot:~ ft/ft · Q Total .,_.ffE. Top :·Hdth f ':. './el Total · ft/.s Max Chl r·;:::::=-i ft: Cor,v . Total ~:fs· !,"?r1·"Jth :·Itel. ·f:: M1r. Ct-1 El · :'t ,:..lpl'-1a frctn Le.:::.:: ft -c.. ~ LCSE ft 1: 2~€.1- 2 >< ·l'l l c-1.'.'· e:. ~ ·. 'Cl '1. -: J .j:. El E!ller:t n-·'.:: l . t-:;:a-.:r, L'=:n . ;ft; Fl.:>;,· .r..r.:a !.sq ft: .:..r-:r.: •sq ft; Flo:-: icf=i Tep ~·Jidth rf t ~ :·:.Jg . •;el. ~ft/~ Hfdr . [1,;:pth 1ft1 .:or.v. 1..:::fs. ;-;e':.ted Per . 'f t· .sr,-=.::r lb/s::'.i ft 3tream PowEr ~lo/~:: ·::um "oiume ·acre-ft 1.:urr SP.. acres; Li:f t ·:•E •).l 19. 23 . ·:·1 (! ::24 (•. 13 11 .: ••.(·I I . jl ~· (i. I.;.. ::•:. E· ,., •. -1 .: ~ l . 1 ~· '.'. « ?1 ht .l <. il2 . 11:. 1:!:9. : 3 . I . 2•'4;.' . ~· !l .:.C:-1 \·!arnir,g: Ti:-: '·c11··-::/a:-,:-;; r;t10 (UF tt:::~~ ::.:c..r,,:eiar.c: di•.01.:!ed t._; dO\·:nstrearL ...:c1o·.-~· ai.~·e is le.=:~ t~ ~;. (·. ::::r :;:rear:er tf,ari 1.4. Tt;.;s may ir1Jir·ate thi: 1,:.:U fo1 add1t1onal r::-~.:: ~-:: ':.101.s. CRiJSS SECT: •:.N RJ'/ER: Main Stem REACH: l.lnnamed Tr1butar INPUT r1escript1on: Station Elevation Data Sta Elev Sta 0 314 .11 51 .•)B 218.57 294 .37 226.9 237.2 242.79 446. 76 <63.23 <75.78 407 .38 4 89. 82 4 91 . 77 512.38 517.86 523 . l 534.88 289 44 291 c 297.23 298. I 2 298.56 299.42 299.63 299 . 8 301.59 302. 02 302. 49 30(1 83 Manning's n Values 237 .29 243 .84 447.07 466.36 476. 74 <87 .54 490.62 492 .27 5I 5 . 63 5I8 . 16 525.79 565. 86 Sta n Val Sta 0 1 226.9 Bank Sta : Left Right 226.9 242 .79 Blocked Obstructions Sta L Sta R Elev 0 IO. 02 320 PS: 6.j£.J num= Elev 311. 03 296 . (17 289 . 48 291. 6 297 . 19 290 .26 290 . 4 5 299 . 4 4 299. 7 299 . 6 5 301.67 302 . 01 302 . 04 301 . 67 num"" n Val .06 "11,1 Sta 1'.;'.B.34 2Z..,. -lB 23B .65 435.17 4 4 7 . 32 47<.06 476.BJ 4 6 7 . 62 490 .8 4 92 . 7 5 515. 83 5 I 8 . 42 527. 52 509. 7 Sta 24i.79 Elev 305. 76 296. I9 289. 98 295.5 297 .24 298 .69 298 . 4 6 299. 4 4 299.72 299. 69 301 .69 30I .99 30I . 76 302 .I8 n Val . l Lengths : Left Channel 53 .26 2I2.41 num=-l Sta 144.76 235 239.35 441.75 448.57 474 .23 478. 06 488.75 491 .02 492.86 517 .69 519 533. 48 580 . 02 Right II. 44 Elev 304 . 4 6 2d9. 4 9 290. 24 296. 4 297.33 298 .7 298 .5 299. 54 299.74 299. 89 302.05 30I . 96 300.77 303.03 Sta 200. 4 7 235. 67 242 . 63 4 41. 92 461. 88 474.46 4 8 5 . 92 486 .88 49I.68 511.83 517 .75 520.65 533.89 603. 62 Coeff Contr. .l CROSS SECTIOIJ OUTPUT Prot1le #1 E.G. Elev (ft) Ve1 Head (fti VJ .S. Elev (ft) Cr1t W.S . (ft ) E.G. Slope l ft/ft) Q Total {cfs) Top <Hdth I ft I '/el Total ( ft/s1 Max Chl Dpth lft) Conv. Total (cfsl Length :·l td. 1ft1 111.n ...:h C.i 1 i: .i'.\lpha Frctn Loss er ·_ c :. E Less fl: 296 .0b .02 296 . 05 293 .45 (I, 000755 181. 00 225 . 91) 0 . 85 7 . I 7 17~09.4 131 . 01·1 Lbd . O:n I . 51 Element Nt . n-Val . Reach Len. t ft) Flow .n.rea (sq ft) Area (sq ft) Flow (c fs) Top Width (ft) Avg . Vel. (ft/s) Hydr. Depth (ft I Con•1 . (cfsl \·Jetted Per . (ft1 .::i.hedr 1lb1sq LL 1 Stream Power lb/ft s> Cum Volume 1acre-ft ·um SP. <acres) \·Jarni.ng: [•i·~·1de:i flow com~uted for this cross-section. RIVER: l1a111 Stem REACH : Unnamed Tr1butar INPl.TT Descr1pt1on : Station Elevation Data Sta Elev Sta 0 314 .28 72 .1 5 2-14 . 4 3 442 .48 4 4 9. 83 453.31 463.03 475.21 296. OB 294 .6 290.76 289. 46 290. 07 290. 04 278 .61 442 .84 451 . 83 453.63 465 .9 478 .55 RS : 665Ci num= Elev 309 . 96 295. 81 294 . 42 289 . 71 289.5 290 . 25 289 . 84 9(• Sta 104. 45 2~2 .23 443.65 4 52. 34 4 54. 43 468.65 479. 4 7 Elev 307.78 295. 95 293 .99 289. 4 5 289. 54 290.4I 289.79 Sta 152.0I 284 . I 7 444 . 94 452 .88 456.01 469.39 481.38 Elev 303.98 296.02 293.32 289. 4 5 289.64 290.37 289.82 Left OB 0. 100 53 . 26 12 .05 12 .05 4.29 14. 37 0 . 36 0 . 84 I56.3 I4 .76 •J . U'1 L). 0 1 I . 09 0 .69 Sta I 95. 33 297. 24 44 6. 67 453.24 456.16 474.29 48I .86 Elev 299. 3 2as .. ~,, 291. 4 5 296 . 94 298 . 04 298 . 72 299.3 299 . 55 299 . 79 30I . 54 302 . 03 302 . I 7 300 . 79 305 . 64 Ex pan. .3 Channel L). 060 212.4I 70.38 70.38 l I 7. 04 1s.15 1.66 4. 65 -12€0 . 7 18. q2 •). i 6 1). 30 l:.9B 2.56 Elev 300. OI 296. ~2 292 . 41 289. 47 289.65 290 . 09 289. 84 Right l)B 0 . 100 l I . 4 4 483 .4I 483 .4I 359. 66 196.38 0 . 74 . 4 6 13092 .4 19~.45 v . 1 ~ (I . 09 4. 44 2. -1.J Main Stem -Effective Model ~ i <l9 ,·; SC• -C· 1 51 . 43 Si . 65: 54 . ~ 1 58 -9° €33. ;.~ Mar,nir,:oi ' E ;:.I~ ~ 9. : 9,:;. c: ~C·c .1 ;-:•J _ l "d l~':." 'i?..1 .1 ~ .Sol ~.. . : € -C'· • l ·~ 51:. 1.:. . c, 5.)4. i4 '.>1-. 4C: ' -5 .1- r. :~ € . r.: •• (. 'i ~ . : ! 20 . ; j , -i-:-.C"' 3. ,·.;:_. S9o -'1 l~:. ( - ~ ~ :. . ~ ., ~ .: ~· :.c ... ·.]( eanl: St.:.: :~e ft ?1:;il":t: Len-:;it·-1::: J.~ft: r.:h.:ir·: ·::~ .j.J.f . ~-.j -;:.: Sr:a L .Sta !· Ele .. E.G. Elo0:·1 \ f :~ Vel Heact ·ft: W.S . Elev 1 ft~ Crit \·J.S . lftJ E.G. Slcpe (ft lf1.1 Q Total :cfsi Top :Hdth 1fti Vel Total !ft/Si Max Chl [•pth (ft I Conv. Total (cfsl Length Wtd. (ft1 Min Ch El (ft/ Alpha Frctn Loss (ft) C & E Loss {ft1 ,_ .. -1 29~· .. 95 291 77 o. 1)(t(t4 .J9 481. ti•· l .;:~·.:: ..j l ~€ 6 5(1 ~27(18 .3 159. 58 289. 4 5 l. 52 0 . 2l'.i 0. 04 c 1. ~ o lo; ---, Elemer.t Reach Len . (fl flow .~.rea · .s:i ft .ll.C'ea ~sq fr:.) Flow lcfs\ Top \•lid th (ft Avg . Vel . (ft s: Hydr . Depth ift Conv. !cfs) Wetted Per-. (ft ! Shea[' (lb/sq ft; Stream Power (lb ft sl Cum Volume racre-f ~J Cum SA (acres) Warning: Divided flow computed for t his c ross -section . -I ~ . (. 4 7 . c:~ ~-l . •) l Coe ft r_:r.r:.r . _) u . l •.') 24 .,:5 5t). 51 80.51 2·•. 4 ..j 127 . .'!•) (I. 25 0.63 964 -8 127.95 (J. 02 !) . l)(J .02 0 . 60 I.' ... ,ov i -.:i. '3 : Cit). 5B .::1·1 58 .J ~l1• 12 ~ l . 40 1. 6(1 5.46 21250.3 52 -16 (t . 15 (I . 24 12. 12 -40 Pi:mr:. •)IJ '.'.)'.") :i(I. 4~ l 1). 4 s 1•).4 4 11 .Sl l. 9(/ 493 .1 12. (!(, 0. 05 0. t)2 4. 37 2. 37 Warning: The conveyance ratio (upstream conveyance divided by downstream conve~ance) is less than 0 .7 or greater than 1 -1 . This ma1 indicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem REACH : Unnamed Trihutar INPUT Description: Station Elevation Sta Elev 161-02 323 .17 335.15 364 -4 5 490 .56 556.55 572 .18 572 -68 576. 16 619.% 314 -4 4 303 -04 295.53 293.47 293 39 296.57 3(12 . 52 301 -77 302. 91 302.21 303 -01 [1ata Sta 35 _ 51 17-L 82 33l1. 63 342. E9 .J 17. 9 1 536. 21 557.59 572.24 ';73 _ C•B 576.36 o:;_i:i. i RS : 64BO num= Elev 312 .51 301-93 295 -05 289' 95 294 97 300 59 302 .39 301 75 303 31 302 .0' 303 . Ge Manning's n Values num= 52 Sta 49 _ 94 250 .77 331.15 343 . 1.13 445.75 54 5 -58 565 -69 572. 44 574 .65 576 .89 Sta n Val Sta n Val Sta 0 .1 JJS.15 .06 375 .q;: Elev 311-66 295 -94 295 .34 289 .98 296 .28 301 -44 3(ll . 71 301 -68 302 .42 301 -7 n Val .l Std 87 -21 255. 31 331.53 3"'5. 42 -I 45 . 91 54 5. 64 570. 5 572.45 574.?Z 577. r.1 Elev 309 .17 295 . 91 295 . 17 293 . 4€ 296 .3 JOl . 4 5 Jul . 7 s 301 -77 302 . 38 301 ' 61 s a 117 .25 320.56 331-93 375_ 66 466.3 1 554 .08 57 1 92 572 .46 574 .77 578 . 05 Bank Sta : Left RiJht 335 15 3'5.42 Lengths: Left Channel 13o.93 )C.2 .44 Right 38. ( CoeEf Conr:.r. .1 Blod~ed •)bst ructions num'=' 1 Sta L Sta P Ele·1 0-'. .1.. 1.:.1 12f1 CPOSS SE•.:TF•N 01.'TPUT Pro fl le n E.G. Elev !ft) Vel H-:ad l ft l 1 .. 1.s . Elev (ft) Crit i·1 .s . (ft1 E.G. Slope l ft ft Total cfs) Top >'1dth ( ftl Vel Total (ft/s) Max Chl Dpth tfti Conv . Total (cfs) Length i'1td. (ft) Min Ch El (ft Alpha Frc n Loss 1 ft) C & E Loss (ft) 295. 6•. (! .:11 295.25 294 .21 t). 009Ci5B 856. U(• 96.1 1 4.2d 5. 30 8993 .9 160.69 289. 95 -44 .20 0.01 Element ~·Jt . n-'Jal . Peach Len r ft l Flo·.1 ,ll,rea (sq ft .;rea (sq ft) Flow (cfs ) Top Width (ft) .O.vg. Vel. (ft/s Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft\ Shear (lb/sq ftl S ream Power ( lb1 ft s J Cum Volume {acre-ft) Cum SA (acres Left 08 0 . l Ot) l 3E _ 93 -7 5 _75 4 . .:.0 7 .33 _ 14 (J . 5 1 44.a 7 .79 0 .27 0 -31 . 00 _57 Elev 306. :i4 295. 41 291 .98 293 . 4 s 297 ,ql 302 .82 301 . 7' 301 92 3(i2 . 35 301 (4 Channel o. 060 168 . 4 4 14:i . 96 142 _ 9o 771 . 33 -10 . 27 5 .40 3 .55 8109.6 4 ]_ 24 1 .96 10.58 11.29 2 .22 Right 08 0 . J (l(l 3d. 30 s.;. 1 fi 53 -1' 7 9 _ 91 48. 51 l . 50 l. 10 839.6 48 .56 0 .62 0 -93 _33 _34 Main Stem -Effective Model cross-'2ction . Warning: L·ivided flo·.·1 com;::uted for ~h Warning: The energy less ~as great~r section. This may indicate 3n ! .•:• :: '('.3 m:. bet·.·1.o:en the -::u rrr:nt ar.d i::r.:::···L:.us :-::o.::.:. e nee~ or additional ~ross se~tic~~- RF.'Ef<: Mair, Stem PE.r.f..:H: Unnamed Tr il:.uta r lllt.:nT [·~5r~r iption: Station Ele·1at1on ~ta Elev 31..J . 4 [•ata sr:.a 39. ~I l:::;..~<; :;.(•l .12 15.J .i:•.: :::21 15 ~9£..3 33·)·~~ ~3~ . ..i~ 293 .~7 436.~4 4H .11~ 2.j(,_f,9 44:!.. ;;S·).2..J 287 .36 .is-~~ .:!t.5 .1)9 291 .7€ .JCS." 5:.3 .g~ 297.2 578.•)S 605.02 302 14 605 g~ E22 .51 301 .78 ;:.2 -:.; £29 .42 302 32 c.2°.43 630.79 303 .23 630.9B 633 27 301 . 67 £.37 . 21 Manning's n Values Sta n Val Sta 0 .l 436.82 Bank Sta : Left Right 436 .82 464 .05 Blocked Obstructions Sta L Sta R Elev 34 .05 44 .98 320 RS : €311 El e·.; : j2 . j~ ;.:15 . .j-:' 2 ~: 6 . ~·: c i°•S 291.,: tl : 99 . .:s :<(l}_.".i.1 3(12 . 4 3(13 . 21 301 . '9 num= n Val .06 l -: . 3; H< 1;, 4 (1) . .:j::: .'.! c:c . 1:;· 599. !:.(. (~(I.:; 1 C31 . 0""' 6£.5 .99 Sta 4 64 (15 E.1€::'.' 311 . ;- :3(• .• : i "'.'C· -. : 9:.. 51 . « 3·)3 .? 1 3•)2 . 7 3 n Val .1 Lehgths: Left Char1nel 16. 7 f7. 4 4 num= 3 Sta 49. 49 Sta R 56. 14 Elev 320 Sr:a :;,,:. . 4,:. ::::: 6 (!J -l 1 C:. -2 4 3 (:. ~: 4 '-!--: . ..: c •''. 1' "":'. )( .:. i (•. 51 €3(!. 4 5 632 .39 f ;3. 54 Right 76. (,} Sta L 229.59 CROSS SECTION OUTPUT Profile ff l E .G. Elev {ft) Vel Head {ft) l<.S . Elev {ft) Crit 1'.S . {ft ) E .G. Slope (ft/ft) Q Total {cfs) Top t'iidth {ft ) 29<. 4 6 0. 47 294.00 291. 52 .006226 856.00 Element l~t . n-Val Reach Len (ft) Flow Area (sq f t} Area (sq fti Flow (cfs) Top Width (ft i P.vg. Vel . (ft/s) Hydr. Depth (ft I Conv. (cfs) Wetted Per . ( ftl El~·· . ;, . : -l 31.11 . : 93 . ,:.3 Z''3 . 21 .-• : ~J • ~·: ::;·.) .. :i:- ~dl . 9-: ::•)l .t':: 21"1 . :5~ 3(13 4 3 31)2 28 3(•-l . 1)4 St-. 11•9. 134 .' -i:f9. ·: -l F< S•.1_,. c 3•). € ~ (32 .-€ Coeff C:ontr . .l Sta R Elev 292 . 32 32(1 Left OB 0 .100 16. 70 9. 2 3 9. 23 <I. 22 37.68 0. 4 6 0. 25 53. 5 Ve! Total {ft/s ) Max Chl Dpth I ft I Conv . Total (cfs) Length Wtd. (ft) Min Ch El {ft) Alpha Frctn Loss (ft) C & E Loss (ft) 80.30 4 89 7 31 10848 .5 65.72 206.69 1. 25 . 28 (1 . 08 Shear (lb/sq ft) Stream Powel'.' (lb 'ft s) Cum Volume {acre-ft) Cum SP.. (acres) 37.93 0. 09 n. 04 0 . 98 !) . 50 CROSS SECTION RIVER : Main Stem RE.ll.CH : Unnamed Tributar INPUT Descrl.ption : Stati on Elevation Data Sta Elev 0 314 .38 159.11 305.14 455.91 4 91. 53 •98.51 502. 48 511 . 73 515.69 516. 19 51 I . 67 6(10 . 81 602. 62 605.53 630. 22 291 . 96 288 .23 287 .35 287 .28 293 .57 297 .19 297 .39 297 . 4 9 302 . 04 301'. 4 302 8 302 .89 Sta 55.22 179 5 4 60. 1 7 -l 93. 09 4 98. l?J 503. H 513 . 'l 515 . 62 516 .35 518. 3 601 . fl) 604 . 53 605 . 77 651 . 55 RS : 6244 num= Elev 311. 4 9 3(13 . 24 :~11 0"1 291 .% LS8. 1j3 23". 31 2B/.2s~ .<:. 9:,. 38 297.31 "97. < 1 297. 54 301.9C: 302.69 302.77 303. 87 Manning's n Values num= 72 Sta 110. 87 2-l 3. 37 2"' 6. "".'(' 462. 12 495.€3 49B .96 5(•3 . 2'1 514 . 9 515 .9 :-.10. 49 519.43 601 . 19 605. c·~ 010 .-; Sta n Val Sta n Val Sta 0 .1 463.22 .06 511.07 £lev 308.66 301J. 3:2 ::o.J "'C 291 . 82 2B7 .71 :s1.21 2-;7. 29 29C:· . .} 7 ~ 9'. 3t. 2 9-: . .'.! l 297. Cl 3C1l . 91 30:?. -l 5 302. (1€ n Val .1 Bank Sta: Left Right Lengths : Left Channel 463 .22 511.07 Blocked Obstructions Sta L Sta R Elev 20 .6 21 .04 320 num= Sta L 31 . 51 CROSS SECTION OUTPUT Profile ffl 10.38 43 .42 3 Sta R 7 5. 67 Elev 320 Sta 113.93 276.74 :110.( 463.22 <96. 31 50(1.23 51)4 . 88 515. 42 516. t)3 51C.7? 520.72 C:Ol . 73 605.39 622. 51 Right 52 .89 Sta L 223 .73 Elev 308.45 297 .2 "Cl'J '.:2 291 .79 287.62 287.23 ie?.33 296. 94 297. 3::< 297.43 297 .7 301.72 303.76 302. 53 Sta 115. 62 313 . 89 Hl .3 l -191 . 0 1 "97 . 19 502 . 4 3 511.07 515. L-".- 51o.1 3 51 7 . (•9 58 3 . 62 602 . 1)8 c.os . 49 Coeff Contr. .1 Sta R Elev 280 .45 320 (•: . ~ ~~ 9f... ~ 4 93. " -.l5 291 . 3 .:11 -c: :"1 J . ; 1 03.29 (J2 . 1)3 Expan . .3 Channel 0. 060 67 . 44 150. 61 150. 61 B 34 . 4 8 27 .23 $. 54 5.53 10575 .7 31 . 5q .86 10.28 10.70 .09 Elev 08.38 96. 62 93. s l 88.29 37 .51 B7 .28 92 .97 ,7 13 97 .39 97 . 4 6 !11 -69 (11. 72 303. 1 302 .';6 Expan . .3 R1ght OB 0 .100 76. 61 15 .14 15. 14 17 . 3'J 15 . 40 1. 14 Ct . 98 219 .3 15. 74 0 .37 0 . 43 • 3(1 2 . 31 Main Stem - Effective Model S.G. Eli:·, 'ft; '/el Head '.ft: ~J. S . ElE:'I ! ft· (rlt ~-1.~. tfr:1 E.G. Slope !ft ft Q Total 1cfs Top 1.-lidth ·ft '.:-=l Tot . .:.! ·fr:, Ma1'. '::hl [·pU. Con··. Tota 1 Ler.g'_h ~·!trJ f- l-111, r_:t, El :t .:..1rr,;J fr(".-r. Le~-= ·ti:. C. l r.: L:~s : f i: ZS·4 .1 0:1.1 293.9 2 ~l. 3 .:, . •)(12(1-1'• ~'.::€-. ·)(1 120. (19 . 9·1 '. is;",.< 39. 1-1 ? ' _,_.;_ ~l e:ner.t \·1t. n-·:al . Peach Len . 1 ft no-....· _;:._r::;a ·.sq '": .:..r0:.;; :sq ft fl·:>.,., : . .:::fs; To~ i'iidt:h ft; .r.:'?· '/el . 'ft/s ~!_,cir . [epth f-:. r..:or.•;. (cf s: :·:ei:-:.ed Per . ·ft Sh'=&r · lb/S=J ft; St:<;:3m Po:.,,er lb/f-:. :urr ··alum.:: a~·r-::-fr: :..:um SfJ. {acre:.::: Left: :c .: .. 1 l•), 12 . "7 . (•. ~ •• I. .• .:. --. 74 .'.i.:. . l .= m C!'.ar~ ei 21~. .i-. ..;_ .i 4 ·l:i.""'.-; :)(•. 2: 22 . -l ~ ~-. . i .•): 1.-il .. ~ - l . :: ~- ,· ..... :: \·/c.r1.1:.~.i: Th'= c1,:,,i,·r':::_.·d11'E-ra 10 ·Ut:-5::r-::.;;:'.T1 "en· e:_.:ance-di·~·1.cl-?n b_,; .Js· .. r .. ::;:·rcam ~".'!.· t;."i'JI• :~ i.5 l~::>.: 1.t ::i:, 1.1. or .n:::-0iter t.h 1, 1.-1. Tf.12 m.;.." indicate: the en for .:iddi1:i."J1,al cro.-:~ s.:. t:.:.::.1.s . CP:)SS SECT !(JN ?iVER: Main Stem REACH: l.Jrmamed Tr ibutar INPUT Description: Station Elevation Sta Elev 0 31 4 . 3i 162.37 304 .9 335 .72 294 .73 417 .lis 293 .05 479.51 290 .25 49!. 59 287. 3 493 .52 287 .25 495.28 28""'.41 496.39 287.83 51)7,72 295 .58 546.03 297.7 574 .29 299 .92 617 .14 302 .15 619.6 3(12 16 621 .83 301 .68 639.91 303 .33 Manning's n Values [•ata Sta 5(•. 54 179 99 372 23 449.66 <79.99 491. 85 4 94 . 21 4 95. 49 49". 68 508.65 5-l €. 4 5 574 .59 617 . 4 8 619. 71 624. 04 Sta n Val Sta 0 .l 481 .16 num::: Elev 311. 68 30 3. 2 6 293.95 291.95 290. 3 287 .18 287.31 287.43 288. 71 296.22 297.88 299. 95 302. 16 302. 1 302. 13 num= n Val 06 76 Sta 96. 35 253.83 406.22 4 73. 52 4a i. t6 4 92. 01 494. 4 495. 76 503. 1-1 515. 97 5<8. 51 575.72 61a.15 619. 99 625.43 Sta 503. 1-1 Elev 309 . 35 299 .89 293 .43 290 . 79 290 . 42 287 . 13 287 .33 287 . < 6 292 . 45 296. 67 298 . 07 300 . 04 302.2 301 . 95 302 . 41 n Val .1 Sta 11< .93 280.25 411 . 69 478.68 48€.5 4 92. 07 494. 96 495. t 4 506. 55 532.39 54 9 . 4 5 61 J . 66 618.28 621. 16 626. 26 Elev 3(J8. 09 297 :·<11 293. 211 290. 52 289. 33 287 11 287 .38 287 46 294 .7B 297.53 298. 12 301. 97 302 .2 301 . 3 302. 51 Sta 125. 01 3•)9. 96 413. 89 479.H 490.83 492.61 4 95. 17 496. 01 507.29 54 4. 67 549.86 615 .15 618.63 621.28 629. 35 Bank Sta : Left Right 481 .16 503.14 Lengths: Left Channel 52.9 167 27 Right 55. 07 Coeff Contr . .I Blocked Obstructions num= Sta L Sta R Elev Sta 8 .65 78 .32 320 243. CROSS SECTION OUTPUT Profile ffl E.G. Elev lftl Vel Head (ftl W.S . Elev lftl Crit W.S. lftl E.G. Slope lft/ft) Total lcfsi Top Width \ft "·/el Total 1ft/sl Max Chl [1pth (ft! Conv . Total cfsi Length VJtd. t t Min Ch El 1 ft .".lpha Fr,...1.n Loss ! ftJ c & E Loss (ftl 293 .80 0 . 81 292 . 99 292 . 65 0.018570 856. 00 85 . 04 5. 34 ~. ~.:i 6281. 5 131. 23 281. l l 1. ;: 1.'°'·':o ti.1<'.. Sta R 300. 23 Elev 320 Element Wt. n-Val . Reach Len. (ft l flow /l.r:ea (sq ft P..rea (sq ft) Flow (cfsl Top Width (ft) A·.-g . Vel . ft/sJ Hydr. DepLn ~It • Conv. tcfs\ \·letted Per. ft 1 Shear (lb/sq Et Stream Power ill:-ft ::;J Cum .. /olume lacre-itl C11m s.r.. tacres Left OB 0. 100 52. 90 73. 27 73. 27 165. ls 62.?6 2 .25 l . l c 1212. l &2 . 3;. l . 3C: j . ~) (I, 94 0.4<:: Elev 3(17 . 66 297 .l 293 .17 290. 27 287 . ..:; 287. 16 287 .< 287.57 295.29 297. 15 298. 14 302. 04 302. lf- 301 . 24 302.85 Expan. .3 Channel 0. 060 167.2, 86. 94 86 9< 690.66 21 . 98 7 .94 .} • ~tJ 5068 .2 2-1 . (1i-: 4 .l'-1 1(I•20 2. Lt<) Hight OB (1 . 100 55. 07 0. 21 0. 21 0.16 0.79 0 75 l. L •). 9C: .-, . 26 .19 29 /.30 l\la rning: The co1we:;ance ratio 1u1.stream -onve·...-anc€ di "Jidi:;d by d(}l.·mstr€am ·:onv€yance is less than o.-or greater than 1.~. T~~s ma'l indicate the need for additional rross sections . Warning: The energy loss 1:1as gr~ater than 1.0 fr 1(1. i m bet\..ieen the current and pre'l1ous cress secticn. This may indic~1e the need for additional cross sections. CROSS SECTI1)N RIVER: Main Stem REACH: Unnamed Tributar lNPUT Description: Station Elevation Sta Elev 0 314.03 Data Sta 53. 17 RS o 6033 num= Elev 31 1. 27 67 Sta 114 .83 Elev 306 . 98 Sta 153. 36 Elev 305.33 Sta 170. 62 Elev 304 .05 Main Stem -Effective Model ?2 . ~:. ((!. a:.€. :l . .;. ~ .: .. 2: s. ~3 .::: ?.: ;_"." 1. l • ::. ~J ;: _, 3 . ;,5. :(1:·1 . 13 V'·': ~ . .:.t. . ;: .J : 7 . - _.:.,:.c; n "";;I .I 2.;c .. ~ 51 -= c:- 59 . « 61 . ~~ -r •. 94 ".!~ .• - 71':-l . 15 3C:.. 92 : c :-1 9-l . ~ 1 :..-:::.~1.h::.: L~f: •.:h-::nni::l pl ~t.t l . r.- Elc1 1:wJ :h::::truct1c1;:: nuw= St_;., L Sta R E..:.e·: S:::.1 E.G. Elev (f t) V~l Head '(t ~'l.S . Ele·1 ft) crit ~-1.s. {ft! E.G. Slope (ft/ft) Q Total (cf sJ Top 1Jidth (ft) C:!,\ ,, . 31 ~91 . 7€. .::9(:. SA •_1 • 0~1-;39(1 s~c;. 1)(1 11(I ,1 i 3. Z' 5 . 5(J 9345 .£ Q7 . 4 7 . !. . ls 1 i.. ::: .Std R -;q . -i= El-::·1 Element Wt . n-·.:al. Reach Len . (ft · Flow .A.rea ~sq ft1 P..rea 1 sq ft) Flow !cf sl Top ~·Hdth (ft) Avg. Vel. (ft/Si Hydr. Uepth (ft) Conv. {cfsl t·Jetted Per . (ft~ 9". 7 l 93. I c 92 . ,:.s 91. 74 OCI. 27 s:.. 48 3 1.6~ :J-;. 31 92.91 (12 . 3C: 1:•1 . "."~ l) c. . l '9 .3 .6 .< -' 2.::. - .i ;,,5 . <..:o-e i: '..:::.ntr . .l Left OE (1 . l\)iJ 85. 15 1. 26 I. 2£ .13 Vel Tot-al lft/s) Max Chl Dpth (ft 1 Conv. Total (cfs) Length Wtd. (ft1 Min Ch El (ft) i'.lpha Frctn Loss (ft) C l. E Loss (ft) ~&6 .26 1. csS (1 . 7 3 (1 . t)5 Shea:r (lb/sq ft) Str-eam Power (lb/ft s) Cum Volume (acre-ft) Cum SA lacre-s) .00 0 .09 0 .63 12.3 2.37 0 .28 0.25 0.90 0.42 CROSS SECTION RIVER: Main Stem REACH: l_lnnamed Tr1butar INPUT Description: Station Elevation Sta Ele'J (I 313. 06 154 . I 4 304 . 2 172.27 300 .3 227.67 289.01 231 288.59 239.51 286.34 253.32 288.47 260.69 29Cl .7€ 272.26 290.71 291.96 290.64 482.36 28B .97 664.96 297.06 676.12 298.59 682. 08 728.79 738 .11 299.01 Jc)2 . 37 301. 78 f..iata Sta 26.59 158. 58 166. 11 228.22 233.6 241.96 25£.55 263 .6 273.98: 293.3 515.25 67l . 47 57S .35 683.03 7 2 8 . 99 7 ..19. 11 PS: Sd62 num= Elev 312 . 54 30 I. 91 299. 87 288.9 288 .33 286 .16 290.57 290. 75 290. 71 290. 63 291 . 76 296.9 291' 8 299. (18 :?02 .37 :,01 . 25 Manning's n Values num= 81 Sta 119 . 45 165 . 72 189. 73 228 .32 238 .83 248 .89 256.89 264 .08 274 .76 308 . 14 609. 21 671 . 0-1 680.5 725 .56 i31.2 739.34 Elev 305.91 298 .24 299.3 288 .86 286.57 285 .64 290 .78 2 90 . 74 290 .7 290 .57 295 .94 297 .13 298 .91 302 .13 302. q 301. 13 Sta 127 .23 172 191. 62 228 .78 238 .97 2 50. 02 258 . 4 5 265 .39 287 .09 399. 72 628 .66 672 .48 680 . 93 727 .76 734. 07 741. 31 Sta Sta n Val Sta n '.-'al .I .1 _:t'1:>. 9 .1}6 256.89 8'3.n~: Sta: Left PJ:;ht_ • Len1i-hs: Le!t Channel Pi:::iht ~.9 25n,,9 J il .~ rt .3 Bloc~:;:d :1,structior1s num= Sta L Sta R El;:·.· CP0SS sErT I 'JI/ OUTPUT fro f 1 le i: 1 E.G. Ele·, lftl Vel Head I ft I 1-J.S. Elev (ft ) crit ~-1.s . {ft J E.G. Sl ope lft/ftl Q Total {cfsl Top Width (ft) Vel Total (ft/s1 I-lax Ch! upth l ftl Conv. Total (cf sl Length Wtd . (ft) Min Ch El (ft) ,:91 . 3·) (1 , 16 291 . 14 .:.. 90. 44 0 .•)(166-14 aso .oo 291 . 4 3 2 . 14 5.50 10501 . 8 47.25 285.64 Element Vlt. n-Val. Reach Len. (ft) Flow .L..rea (sq ftl .~rea (sq ft) flow lcfsl Top \·Hdth (ft) A'.fg. \.'el. !ft/s Hydr. Depth (ft ) Conv . lcfs) ~·Jetted Per. (ft ) Shear 1 lb/sq f t) Elev 305. 5 7 300.27 298.65 288.82 286. 52 286. 34 290.77 290.74 290.66 289.86 296. 91 297.73 298.93 302. 31 302. I I 301.68 Sta 128. 64 172 .12 208 .9 230. 14 239.1 252.34 258.92 271. 4 6 290.22 4 02-. 94 657' 23 674. 17 681 . 06 727.92 737 .4 741.35 Coeff Contr . .I Left OB 121.60 93 . 92. 91 c. c.~. I '.0:•1.·· Channel 0. i)E .. ) l "l . ~3 82 . 91 ~2 . 97 4, 4 . (4 I&. 7l 5 . "'2 . 4 3 5182 . (I 20.'l 4 , 1(1 12 .00 9 . 96 . 92 Elev 305. 5 300. 31 292. 62 288.68 286.48 287. 84 290. '7€, 290. 7 2 290. 64 289. 8·1 297 .3 2 98. ~ 2 298. 94 302.33 301. -;s 301. BJ Exran. .J Channel 0. 060 C'-i . 3(1 121. 19 121. 19 4 92 . 4 6 40 . 32 4 . Ot. 3 . 01 6041 . 8 42 . 4 3 I. 18 I .•. - 17i. 1 c, 1 ;-i . l f 38•).~3 89 . 3:~ 15 . 98 4151 . 2 89 . ·H 1 .04 2 .23 4. j7 2.24 Right •)E !). l 00 0 .89 279 .52 363 . 5-1 251. 11 1. 3r I .II ..j 4 6f"o . (I 251.21 0.46 Main Stem -Effective Model ', irha r.-:i.r. Less !. ft t" Lc~s fr_ ~ SECTION ~! ·::r•: Mc.:ir, .sre:n i·t..·-. :J. ·~l1i1<::1~--=d "!Cl-TE::- ... ~ -:.: El:;•: l!. !- ;:.• :;:::,: . l ..j i -~ . : J . -i . ::: ..; ; . ~; ~; 1-c>;.< 1::-.: .;i.:'· l'·'.·.1· t_rea:'."l f'..:..•er ilb/ft un ·-:olume • ::1::r e -f': · u~ ~J-. tac.:rE~ El-=·: .. -. l' l -c. - l c.,;. :·- ~ : .. l l ;.-. J, .;. ~,9. ;., -7' -I ( ..j . ~ - ~~::.~-c:1i..::- :~i:: .1 €" i'·. = j. (.: :. . s. ! :,-1 .' ::: . ~ ! ,-, . 9 · .. , 1 l:'. 1 ~: _; . ..;, l'"'. .. i:.h 4 . 9. l. .---:1 ?S· .. L 91 . '.-1 .·~·:,. _?9.~.0;! (~·:; r.-q-~ SJ:. jt-•2 .l'.; 4-_;, .;....::.; JIJ ,5~ !t:•:!_,:)5 •)$ ::•):.. Jl .l-j','4 , j•J;. .cl IJ5 r. j';J . J•.!l . -;1(1.4C· 301 .7---11 .4---: :••.tl .24 141 .f-301 .13 ---:.cil .94 ·>l .:.. ---:.1.:: ~10 3111 .78 --14.:2 3(11 ,;..4 74!:..Gt. ]1'1 .3~ Mar.n1ng's n Values Sta n Val Sta . 1 l "71). 91 num= n Val . 06 } St.a 197. ,:1~. n Val 1 ea~~: Sta : Left P1ght Lengths : Left. Channel Pight. .96 170 .91 197 .!)~ CROSS SECTIOM OUTPUT Prof1le Ul E.G. Elev lftl Vel Head (ft) 1-J .S. Elev (ft) Cr1t W.S . (ft) E.G. Slope (ft/ft) Total (cfs) Top l<idth I ft) Vel Total lft/s) Max Chi Dpth I ftl Conv . Total (cfs) Length Wtd. (ft) Min Ch El {ft) P.lpha Frctn Loss (ft) C & E Loss (ft) 290 . 92 0 .23 290 . 69 290 .21 0.009555 856 .00 324 . 21 2 . 30 3 . 90 8757.2 102 . 05 286 . 71 .78 0 . 64 . 02 2:Z .57 212 .~Jl Element Wt . n-Val . Reach Len . (ft l Flow .L.rea I sq ft) .L.rea (sq ftJ Flow (cfs: Top Width (ft' .r..vg . Vel. (ft/sl Hydr . Depth ! ft J Conv. (cfsl Wetted Per. I ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Vol ume (acre-ft l Cum SP.. 1acres1 Warning: Divided flow computed for this cross-sect ion . Coe(f Contr. .l Left •)8 22 .~7 0 . 90 o. 42 Ex pan. .3 Channel 0. 060 212 . 91 S.:I . 37 84 . 37 436 .74 25 . 02 5 . 18 3 . 37 44 68. 0 26 . 98 I. 87 9 . 66 .35 .74 Right OB 0. 100 0 . 96 ,87 . .'.18 287.48 419 26 299. 19 l. 4 6 0 .96 4289.I 299. 31 0 .57 0 . 84 .16 . 23 Warning: The conveyance ra l io (upstream conveyance d1 v ided b; downs tr earn conveyance) is less than 0 .7 or greater than 1 .4. This ma1 indicate the need for add1t1onal cross sections. CROSS SECTION RI'/ER: Ma·1n Stem RE.a.CH : Unnamed Tributar WPllT Description: Station Elevation Sta Elev 0 312 .68 l2":l . 79 304 .82 362. 11 294 98 385.11 294 .63 387 .92 295 75 10'..9:! 294 .11 "h.1!;. -It. 29.'.l .2 .:l•"1c..3c 293 .E-9 .:Ill.It. :91.3€ .:115 .f.9 :90 .94 432 .117 281::.61 44'.2 286 .:1.:1.:1 . .:i; 296 .02 .:1.:IS.i:c. l:.&6 .07 .:1-19 .2 266.2 .:155 06 286 . .:13 -161 .29 286 .75 .:16£.59 28E .88 468.95 286 .97 48J.91 286 .66 493.66 287 .93 552.61 289 .95 559.79 290.5 747.83 291 .88 905 298 .43 914.58 299 .14 Data Sta 12 .65 l 3tc . It 3-:i5 . &6 385 .53 38B .1:i1 39~. 71 -l(Jl . 22 .j(l,C . .:13 412. 9 117 . 19 4 33 . 12 -143. t:.t:. 4 4 4 . 5o 446 .21 4 4 9 . 455 .74 -163 . 93 4 E-7 . 1)2 477 .95 484 .6 494 . 51 553 . 4 4 561 . 92 839.23 905 . 22 956 .82 PS: 5563 num= Elev 312. 27 jUj. IJ:i ~94 .96 294.53 295. !'.i5 293.95 294. or:. 293. 8 ?93.U5 29(•. 02 28.i.99 2 s 5 . 98 .:.8 6. 02 286.09 286. 22 :e6.46 286 .77 286.89 287 .32 287.56 287 .96 290 .25 2 90 . 58 295 . 93 298 .45 302 . 16 137 Sta 26. 09 3J~.5 377 .87 386. 4B 390. 61 395. •J2 40] . -1 .:I (1,, . 2 -=~ -11-l. 1: .:120 . 1 & 433 .6 -1.:13. t." 44 4 . - .J4)'.. 4 56. 09 464 .25 4 (?. 4 8 ~80. l l 486.23 512. 76 55£. 4 8 564 .89 858 .4 909. 24 959. 16 Ele1· 310 . 78 .i'.:14 . 1 ~ 294 .90 294 . 31 295 . 34 293 89 :-94 . 1).J 294 292 . 1 ~ 287 91 2'34 . 63 28( ;. c., 6. 03 :aLli 2€1£. 2-l 2·-:ii::. 4 7 286 . 79 2SC:. 91 287.4 288 .67 290 . 36 290. 7 96 .89 98 . 91 02 .36 Sta 4 4. 45 JJ4. b::1 ;:-3. 19 J9€. 6 J92. 09 399.09 .J1.12.rq .Jr d. -:-5 41~.12 .J26. 3 .135. (•2 ;l.j J. 91 445 ..: ~ .::-• -14 I SJ. 6- -H0. 4 465. 24 467 .98 -1" l. 57 491.44 r, 14 . 25 557 .£.7 624 .95 8 38. 12 ~ 11. 63 9~9.33 Elev 1 1 ~ I .-1 :-J.:I. i. i 94. '?r. 94. ?f. 94 . ~4 6".l -?.:!.(!} S'-J .(1";' 91 . 48 83.58 86.52 286 8(:. 1)4 Sc.. 1 - SC.36 &6. t 4 co . l?"-3 9€ 93 S7. 4 c 87 . B-l 88.73 90 39 99 .95 97 29 9;. 94 02 .3• Jt.:'). '!> ~s3 .- ji'.li. 395. ".--l ~99.22 -J1):. .:j1)9 . .:: .:11 S. ·le 42-C\. 0 .:14 2. 9.c! 4-14 . 2 s 4 4 5. ~ 4 44S.; l 4 54 . 4 .J 62. O.i .:166. 1-1 .:I €8. 55 483.2 4 92. 3ii 551. 7€ 559 .23 713. 68 901 . 25 911 98 961. 79 Elev 308. 37 4 ::14 . '::10 • 94 . 95 2~5 .64 '94 . 33 ~~3 .BS 2°3. l'.:i3 29·1 . 17 2Q1 . 2.5 292.97 286.02 286.01 286. 05 ?'36. 19 28€ . .:11 286. 72 286. '3 6 206.95 286 .6 287.88 290. 18 290. 4 7 288. 98 296.89 298. 96 302 . 4 Main Stem -Effective Model ~·(.:;. l j .;•.'.:.. . .:.. :::£.-:... 1: :; : 1 .. 9C:&.,... .:·'. i. . . •>:: :: :· i . 1: ?.'''. 3:.: ';-( l. 2:;: ;.•:.~.<. ~.-11 . .:.r. ,::.-~.21 3•)1 i·!a.nriin'~' .s n Values Sta ''al Sta .J .;>.H 5'.ani: Sta : Left R1~ht -l Z•.' ! : 4:; ~ .. 1:•: :-ium= '.'cl .1 L::n:;ii:r,~: Left Ct:.::nr.el ~ . 5' l ;,-. 4' CFGSS SECT I :tJ (11TFi.1T Frcfil.;: ::1 E.G. t:!ev ti_ Vel H";:6d ·ft; ~-,;.::. E 1-:'· f i: c r 1 t ~·J . 5 . \ft E.G. ~lop~ ·fr:;ft ' Tot_al c f~1 Toi: 1i1d::h ft_ i.'.::l Total ft,·.~ Max C~.l t11-i:t, ·ft; Conv . Total 1cfs; Length \Vtd. ·ft' M1n CJ, EJ it) .A.!rh-'! Frctn Loss (ft; C l E Loss (ft ) .1.- = >··:·. l · __ . C·i P.Ei~ ··h Len . ! f:: rl-:. .. :.r.::a ::q ·r .:.re~ .sq ft) fl.J'.-, ::ts T.::-p :.-:1Jth ,ft ~ .. ~I ~ ft I.=.. :-i.-:c::-. L·<::-pth · t" :·i-::tted F-er :f ~ Sh-=ar lb/sq ft' :5t !-':3~ Pow~r 1 lb/._t: "'" Cum '/olume (acre-ft) Cum S.~ 1acresi Warning: Divided flow computed for this cross-section. C:oi:;U Contr . .l Lef1. ·:·E. .41 .41 .1: 3 . 11 .'I' (1 3 . -~( .·.·{•. ,3 ,4- . . . c. l = i :1&. ~ j_ ::: • :;:' ~~ R1;i:ht 06 -:1 .l)(· (•.4Z 3:(1. c..:. ~ -3. 3~ .4' 1. 39 - i 1)5. (l Warning: The conveyance ratio (upstream conveya11ce di ~ided by downstream con~eyance) i s less than 0.7 or greater than 1 4 This may indicate the need for additional cross sections . CROSS SECTION RIVEP : Main Stem RE.n.CH : Unnamed Tr1butar INPUT Descrip tion : Station Elevation Data Sta 10 . 12 123.98 Sta Elev 0 312 .65 122.05 305.l l 330. 57 380. 01 384 . 02 396.76 399. 04 411 . 19 581 39 594 . 28 605. 6 606. 87 610. 71 804 . 34 953 34 960.35 1008.39 1018 294.28 294 .65 296. OB 293 .58 294 .06 293 . 34 287 .21 358 .5 381 . 66 389.51 396.83 400 . 33 416 .44 582 . 87 284 .3 595.71 282 .98 605 .91 282 .88 606 .93 290.58 610 .75 292 .25 887 .45 298 .43 954 .27 298 .96 966 .12 302.38 1010 .02 301.3 1016 .33 Manning's n Va 1 ues RS : 5435 num""' 89 Elev Sta 312 .32 2€ 304 .95 133 .67 295.11 360 .35 294 .27 381.98 295.01 391 .37 293.57 397 .07 293.97 408 .25 292 .63 418 .54 286.86 586.8 284 .09 599 .83 282 .96 606 .18 282 .87 607 .91 290.67 611.49 295.93 906 .54 298 .52 957 .59 299.38 1005 .32 302 ..J 1010 .66 301 . 12 1018 .95 num= Elev 310 . 58 304 . 13 295 .11 294 .63 294 . 64 293 .52 293 .2 292 . 34 285 .92 283 .47 262 . 93 284 .87 290 .66 296 .88 Sta 47.32 136. (17 375.09 383.38 396. 27 397 .1 408. 41 425.39 588.74 601 .6( 606. 48 608.71 796.37 936. 118 298 .82 95B.66 302 .18 1007. SB 302 .34 1016.4 301 .3 1020 Elev Sta 31(•.15 82.08 3(13 .93 136.46 295.09 378.13 296.21 383.87 293 68 396.59 293.57 397.53 293.21 410 .86 291 41 581 285.45 592.31 283.32 003 .3 282.91 f,1)6.78 286.5 610.51 291.89 802.18 297 29 949.59 298.87 959.94 302.37 1007 .9 301 77 1017.11 301 . €· Sta n Val Sta n Val Sta n Val .1 0 .1 581 .06 610 .75 Bank Sta : Left Right Lengths: Left Channel Right 581 610 . 75 CROSS SECTION OUTPUT Profile Ul E.G. Elev (ft ) '/el Head (ft J ~·LS. Elev (ft) Crit t'-1.S. 1ft1 E.G. Slope (fl/ft; Q Total 1cfsl Top Width t ft ) Vel Total I ft/sJ Max Chl Dpth l ft l Conv . Total (cfs) Length ~'Jtd . ( (t) Min Ch El (ft) .~lpha frctn Loss (ft ) c & E Loss (ft) 289.70 0. 18 289. 2 :-, 28'.89 . (11)9311 SSf.. 00 11)1 . 97 4. 3(• 6 3f 88' l 1 101. 31 282.'37 67 29 I) .13 2.33 149 148 . -5 El-=ment Wt n-Val . P.cach Len . (ft) Flow .L.rea (sq ft) .~rea is~ ft ) flo,,.; lcfsl T:Jp irJidth {ft l .~vg . Vel . (ft/si Hydr [1epth ! ft Ccnv. (cfs) ivei:ted Per. (f ti Shear flb/sq ft) Stream Pm-.re r (lb/f t sl Cum Vo lume (acre-ft) Cum s.:i. lacres) Coeff Contr .l Left OB 0 100 33 70. Z3 7o .n 91? .17 72. 92 l. 40 0.96 l 017 . 4 72.95 Cl . SE 0 . 78 0 89 0 . 41 Elev 3(18 . 28 303. 62 295.09 296.11 293.62 294 . 16 293.33 287 .3 284 .6 283. 18 282.BS 290. 18 292. 15 296.B9 298.94 302. 37 301 77 Expan. .3 Channel 0 . 060 149. 00 128 .95 l2S .95 "'.' 57 . 83 Z9 . 0-1 5.ae ; . 44 7853.7 33 .44 .24 13 . 17 .63 .58 Right OB 1-IB. 15 .15 Warning: The conve;ance ratio !upstream conve:lance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem Main Stem -Effective Model ........ ~-.: ! 3<l. -. .:. ~;: . :;: 1 :.: -; .; • : ·.;..:. ; .. -. _;·, P.S: ::;: : i. z~:. i :: ~·= . (" ~ Sta f. (;, . 7:, ·!. .;, .~t ·.1.:-. : . 1 ,;.:.< -11 :·;.1-1'.; ~ -~ •. : ~ r: :-•• Ei El . ~. .. ... _;:..:. _ ;·:. :_5 _:. ::>..:. -. -. ..:: ~ .. ~·.: .. · . -·~-.;.:• ::..1.£ r-.·-.:--l ..:.·:-:;: • .:..:. ~€.;. •• _·~· _7_,.:.: ~.-••• 1:. ~:~.1-~·-.;..: : :.··~, • i:: ~-( ~~ .. -.I~· . -~ . ~ : •• -! . ·c.;:_,, ~·.. r--; <'.", • ' ~· • ! ·; : ·~ 3 . 1 ~ '':'·· .. . ]_ .. · 1 .,;...... 0·.· l. );-, •0:11 19' 9~1 . .;••l .l': ~.·_1 .·~b i1;:,.r.r.i1,~·-~ i •. ,,,.Jluco.s lillffi""· .st a JI •/ ~:i.! Sta . ')~ '.;I I , 54 B"'r;~: Sta : Left ::so,. 3-1 Right 5r,5; L~ngths: CP•).:S SECTION •)l_ITPl_lT t-rofile ffl E.G. Elev \ft) 'iel Head ft: V1.S. Elev (ft) Crit W.S . tft1 E.G. Slope lft/ft) Q Total {cfs) Top ~·hdth lft1 Vel Total (ft/s) Max Chl [1pth tft l Conv. Total (cfs) Length Wtd . lfti Min Ch El (ft) Alpha frctn Loss (ft) Cr.. E Loss lft) 289.29 (1 . (IS 289 .24 2i<6. 91 t)_ 0t)l35~ 856 .00 249 .6< .29 7 .59 23284 . O 117 .65 281.65 i.BO 0. 22 0 .(1} Left Cham.el 1.12 121. ·l Element Wt . n-Val. 225 . c Reach Len. !ft) Flow P..rea (sq ft Area (sq ft) flow (cfs) Top Width (ft Avg . Vel. lft/sl Hydr. Depth I ft! Conv (cfs) Wetted Per. {ft) Shear 'lb/sq ft" Stream Power (lb/ft: sl Cum Volume (acre-ft) Cum s.r., (acres) .... l. Left ,: E. (1 .1•: .. :i I. 12 3&3. ~; 383.56 4513 .25 118. 1 ( 1.19 . 25 124 6•1.;, 110.59 0.27 (1. 33 (I. SCi .. :-~ . ' -. 1 ! ::re-5-·l •.ii .:.1 .. 1 . .:·: Expan . .3 Channel (I. Qfl) 121. 4(J 1•)0 . 01 100 . 01 264 . 14 18 .20 64 5 .50 7184 . 8 20 . 2-1 •) 42 . 1() .24 .50 Right OB 0 .1(11) 179.>I 179. 31 133.61 113. 2B 0. 74 I. 59 3634 . 4 113. 35 (1 . 13 !) 10 3. 84 .03 Warning: The conve1ance ratio rupstream convejance di·nded by· downstream conveyance) lS less t:han 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CFOSS SECTir:JN PIVER : Main Stem REACH: Unnamed Tributar INPLIT Description: Station Elevation Sta Elev 0 312.64 83 .12 308 .1 327.93 29<.62 369.~ 295.32 3~?.27 296 E- 3b~.29 294 .42 395.66 294.0E 411.94 29.0.1 1 c..,5 . 91 -. OE S-:15 .~Y 2~·=.6·1 591 . .:,r 21:-'l. 24 [iata Sta 7 . 16 124 .75 330.92 371 . 56 37£.. 4 4 3&9. 81 398. 66 415.95 57S .73 :.el='.. 01 591. 9~: ;og. . ..i 1 RS: 5165 nurn= Elev 312 . 4 304. 8 294. 7 294 .83 296 . 79 294 . 18 293 85 292 .57 286 .66 285 .55 28U. 74 :.. 85. 39 68 Sta 26.63 132.9 356. 24 373.68 3B2. 19 394.45 ;oo.3' H 7. 3£ 585 .52 586 . ;n 592. 4 5 609. 4; Elev 310 . 26 304 . I 295. 35 294 34 295. (·6 293 20 293. 11 292.39 285.77 28<. 82 213:1 . 92 2J?5 . (IC1 Sta 52 .B9 136.89 357 . 53 37<.1 3 383.81 394 . 9::, <0'5. "6 516.55 5ti5. OE· 5t9. ~2 Elev 309. 7 3 300 89 295. 3; 29·1. 24 295. 34 2~3 . 94 293. 07 289 . 4 21:-'S . t.4 282 . .:·~ !'.8"7 . 2 3 :: ~· s. le. Sta 57 . 76 296 .73 3St1. 09 375 . 83 38€ . .26 395 . •)'1 '10'. ~8 c.-7 38 535 . ,6 s91 _Ls €08 . 92 t.2€. q3 2:;s.1-~-2i:.Ol 1B5.2 643 .s-;. £35.71 655.l·i :..ts.r:1 -::.5_9s 2s·~ . ..i2 ~.-s .:.~ .1·;.; '12(1 .74 :·(1(1 .os Mannin:i' s n Values rium .:::a n Val Sta n Val Sta n "/al I .1 5'3.JB .06 C:.11~.92 fjank Sta : Left Right 5..,3. 38 ...:;n2 .. 92 Lenqlhs: Left •:hannel 6 .25 51. !4 P.1ght l 1). 71 CRCSS SECTION OUTPUT Profile Hl E.G. Elev (ft, Ve 1 Head {ft} VJ .S . Elev (f t Crit W.S . (ftJ E.G. Slope (ft/ft) Q Total (cfsi Top Width I ft) Vel Total (ft/sJ Max Chl Dpth ft) <89 .06 0 . lO 288.96 286. 9 1 0 .002745 856. 00 189.03 I. 93 8.22 Element Wt. n-Val . Reach Len . t ft~ Flow fl.rea (sq ft 1 P.rea (sq ft) flow {cfs) Top Width lft) .r...vg. Vel . (ft/s1 Hydr . Depth (ft! Coeff Car.tr .I Li:ft •:B 0. 10·) 6 . 25 3 . i>J 3 l& .80 . 76 0 .66 (). 7~ Elev 309.46 293.a2 295.34 296.11 29;. 87 294 . 11 292. 99 287 . 41 os.c~ a i . 32 87 . 32 '35 1' 9(•. C,.j Ex ran. . 3 Channel (1• 06(1 51 . 14 H9.ll 149.11 475.96 35. 54 3. 19 .20 Right OB O.l(l(I 10 . 71 262 .00 262 .00 358 .23 110 .73 .37 .37 Main Stem -Effective Model ~~nv . Total ·cfs· Lo;:r,gth ~·ltd. ·ft J.!i:·, Ch El : i::: .L.lpha f t ctn Loss ",_ c,;. E L::ss ~ft· i-1 .. t::<.: Mau • .S':-?n· f.E.=-.:H: 1.1nn1!n-:: i '?t tbur .;,: rt::-".1·; [·';:3 _ r l~ t 1.Cf1: i.: 9 . c .F ' . . 011, ~;:::.r.1-:in Ele•;:.;_1"):. :o;:~ r.um= -~ -1. = 1 :' ; . .:,,. -. 3-;. : -1 - -..,-• 17 ?-· ~. ;4. ~t! 2;. r:• ~01'.1.55 2d1.q3 29€-.86 2E.5 .i+ 3~(·.9 285.13 -19cJ.77 291.4S • : € :·:i; j • :;:.,,;.: • 73 :zcn . 5f 3:;:-09 592. 11 El€\ ;(•.::-. 7.:: :;_,;,~. :.·c. .:.t 4. 35 .:.:~ 3 . 9.1 2i?f•. 't 281 .19 2&5. (13 ~85 . 16 297 . 57 ~lanning 's n ~alues num= •:on•i . 1c·fs. :'::t:ed ~-=r . :ft· :::1·.~ar li..:/s·~ ft ~-reo:n f''Y•<~r :lb/ft _.;rr; '.'olurr.e a(:ce-ft r..:un :;_: .. ·a,:ri:~i St.:i €,2 . 31 ::.1)!. - ~: l ;--. " '"'.:.(.J·:.. 297. ~·..i 304 . g.c 03•). ~ 3 ::.? 3 . •:j -;:. (,. ~84 .99 Lt-5 .03 2:;f. 3~ 299.99 3( .2~: :c·-. :i ~· S·. 11 ... ~·~ . · .: ,:.. 7 -1 . '9 . i 1 2;:c:-,-J 293 7 31)2 . 83 389.64 : ~ .:. . 1 ~· -;..-1.:.1 85 . 1•1 85. 1)5 &.: • 77 Sta n Val Sta n Val Sta n Val .l 0 .l 2,4 .79 .06 292.81 .! .. ·, b(•. 15· ''. l l 96 . ..j1 03 .52 62 .9c> Bank Sta: Left R1ght Lengths: Left Channel 274 .79 292 .8' 10 .96 89.12 Right 53.46 Coe ff Contr. .1 CP.OSS SECTION 'JIJTPUT Profile Hl E.G. Elev !ft) Vel Head I ft l W.S. Elev {fti Crit W.S. (ft) E.G. Slope lft/ftl •J Total (cfs) 'J:op Width (ft} Vel Total lft/s) Max Chl Dplh lftl Conv. Total lcfsl Leng h Wtd . (ft) Mi n Ch El lft) Alpha Frctn Loss i ft) c e. E Loss !ftl 288 .97 0 .14 288 .83 286.92 0 .002736 1156.00 196. 82 2. 03 8.56 22100 .9 62. 72 280.27 2. 20 0. 29 0. 03 Element Wt. n-al. Reach Len. (ft) Flow P..rea (sq ft) Area (sq ftJ Flow (cf s) Top Width (f t) Avg . Vel. {ft/sJ Hydr. Depth lftl Conv. (cfs) Wetted Per. (ft) Shear ilb/sq ft) Stream Power (lb/ft sJ Cum Volume (acre-ft} Cum SP. (acres) Left OB 0 .100 10.96 97 .34 97 .34 139.1 6 38.73 . 4 3 .51 2660.5 39. 02 0 . 4 3 0 . 61 0 .87 o. 41) ._ .. c : . l E.~·.• .:.-. ! :: ". -,, ;4.' 1 ~" . ..:.;,· .. 85 . •)~ 9(1 . :1 Ex pan . .3 Channel 0 . 060 89 .12 125 . 47 125 . 47 52 5 . 91 18 . 08 4 .19 6 . 94 1(11)55. B 21 .55 0 . 99 4 . 17 . 73 .39 U: :.1 l i . 55 . ~ •) •) Right 08 0.100 53. 46 345. 78 345. 78 490. 87 140. 01 1. 42 . 47 9384 .6 140. 08 0 . -12 0 .60 2.62 1. -12 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may i ndicate the need for addit ional cross sections. CROSS SECTION RIVEP: Main Stem REACH: Llnnamed Tr ibutar INPTJT Description: Stat ion Elevation Data Sta Elev Sta 303 .8 18.£3 l 5f . 54 ~ 64 . l 2~".5~ ~9S . .Ji:: .... 2..·D : ;l~. - 294. 5'? 285. (11 281 . 5 Mann11q 's n Values Std n 1/al (l .l 18>?.62 2;9. '51 . < 5 .:. "2. 37 -l )3. 4 ... €29.83 Sta 269. 61 Ban~: Sta: Lett Pight 269.61 28Q.SS RS: 5024 num= Elev 3(12 . 6 L:J0 . 0-f L91 . 12 284 .82 LB 1 . -IS: :2'32 . 41 '"ltf:'. 1 ~G9 .39 num= n Val .06 33 Sta 71. 7( 12-i. 197 .. i;, 269.93 ~s 1. 74 :29£'. ··1j -I 51. --I f 1.-..? ~ Sta 28~ 58 Elev 300. 21 233.-5 290. 09 264 . 8 261 . 49 .:.Cti . 48 280:.83 29~.66 n Val .l Len~ths : Left Channel 4 3 . q6 1lB.1 Sta 72.51 i2o.-3 2l3.96 27li. 03 2r. 06 -l 5-1 . •)f Ri ght 28 .33 CROSS SECTION OUTPUT Profile ijl E.G. Elev tftl Vel Head (ft) Vl.S. Elev 1ft) Crit W.S . lft ) E.G. Slope t f t/ft) Q Total (cfsl Top t·l1dth I ft I Vel Total ( ft/s) 288.65 0 . 4 6 288. 19 287. 16 0 . 009531 1156. 00 196.25 3.95 Element VJt . n-Val . Reach Len . (ft I flow .Z:..rea (sq ft Area 1sq ft l flow (cfs) Top W1dth (ft) Avg. Vel . ift/s) Elev o00.15 i90 . t: 285.82 2eq. e 1 281 . -lb L8:'..'. 16 2e8.B7 Sta Ele\· 72.61 299.88 140.5, ... :::t5.3-i 239.96 285.81 270.3~. 2&-1 .51 287.1·: 2.S4.-l9 297.St) 612.03 2E l'.c .1 E Coeff Contr . .l Ex pan . 3 Left 08 0 .100 43 .96 157.50 157.50 q12.3q 6q. 64 2 .62 Channel 0. 060 118 .10 111. 26 111. 26 731.43 19. 87 6 . 57 Right OB 0.100 28.33 23. 70 23. 70 12.23 111. 75 0. 52 Main Stem -Effective Model Max Oil r.ptb Co1:?. 'fetal (c.: Length Vit:.d ! f Min C:1 Sl ·f t />.lpha frctn Lo~:S ft C l E L..J'E'~ ft PI'TI<: '1''1' 5,~m 11' ?.S.>:..('n: 1.1:·.i.:-.r.:-e-d Tr1!:u-~r R.:=: HIPT:T C·e~c!' ir•-!r;ir:: :3 r3i:1on ;:-1.::-·:.::t1cn r·zl:[: 1.um= . ~ ! l·l Sl'.r:~r ·lb/sq f: S::re!JI'_· ; '.)~·.i:r ~t ... !"~-.!ii Volu:n~ .::-:::.:-~t SU!r S.t.. .')~-~~~ -.J l . ~: .:1 St~ :'.l~v ~':.o Ele .. F.:! '~'-' ::· :-<:~ El-.·· _ .. ·~. (.. . i . --.:-•.•4 . I} • J "; } • • ; --~1~1, -~ : llt'•.-1:~ ·..:,-_2i 1-:-.~-l ~~·4 ."'7~ 1-· 294 (.,-:!"'.'"; .l ,,_:11 .-!..; 17-1 .3": :--·I .19 1-.:_:_3~ :~9 __ -9 .c .:..:.1 . .54 l ;,.._J .<.11 i.?:2 1-.:..~l .1t 16:C:.9l .::-(1 .;J 15~:..1~ 282 .1-193.51 2-:2."'71 i;·4 . .:i ~·. (•..J l ~ • (. ;_ .:..j . c::: 199 .~ ZE3.92 202 .77 283 .9Z 206.5 263.9 2•17 _;~ 26~.~3 ~6(1.2 2f2 .7J 285.35 33•:1.91 288 .1-; 3-Fi . .'J: :86.32 3~3 .-1 :;:.-_.;.t. 34S.5Z 351.'..J ZC7 .9..J 351.97 2&7 .91 352 . .S-1 207.95 ..i:q.11 ,,_~7 .4 4c':-9.i?l 510.9'1 229.58 632 .17 296 ."t-5 €07'9 .0~ 295'.3~~ €SH•J" 299 . ..JI Manning's n Values num= Sta n "/al Sta n Val Sta .1 175 .34 .l)f 198 .(+9 11 "Jal l BanJ.: Sta : Left Right Lengths : Left Channel 17S.34 190 .•)9 54 .09 08 .07 Right 6 . €i Coeff Contr . .l CROSS SECT!•)N OUTPUT Pro! 11 e HI E.G. Elev (ft) Vel Head (ft ) W.S . Elev (!ti Crit W.S . (!ti E.G. Slope (ft/ft) Q Total (cfs ) Top 1'1dth (!ti Vel Total I ft/sJ Max Chl Dpth (ft) Conv. Total lcfs) Length Wtd I ft) 287 .98 0 .25 287 .73 286. 2(1 (). 005733, 115(. fJ(I 204 . 4 C:- . 85 . 9(1 15267 . l 48.65 Element Wt . n-Val . Reach Len . (ft i F'low Area (sq ft· .t .. rea (sq ft) F'low tcfs) Top •'1dth I ft I Avg. Vel. (ft s Hydr. Uepth (ft) Conv. (cfs) Wetted Per . (ftl Min Ch El (ft) P.lpha F'rctn Loss i ftl C & E Loss (ft l 280.83 l. 95 (•. 22 0 .02 Shear flb/sq ftJ Stream Power flb ft 5) Cum Volume lacre-ft' Cum S.?i. (acres) i~arning: [ll\'ided flow computed for this cross-section . CROSS SECTI Of~ RIVER: Hain Stem REACH: Unnamed Tributar INPUT Description: Station Elevation [iata Sta Elev Sta 0 307 .99 55.83 lOl.09 t..82 .66 101 .~5 105.54 2so.9 111.a9 123 .19 ?CIJ .95 lCL-33 261 .59 287 .65 265 Z92 .L·, 2.87 59 .:.~Jc • .::I 411 .S~ 2~9 .16 455.ij& RS: 413 l tr num= Ele•; 304. 53 281.39 281 . 29 2 ti 3 . 7'J, 287 .7~ '2.87 . 1 ;:. 21'.<9 . 'j':.;, Mann111q's 11 Values num= 34 Sta 62 _ l)..j 102. 18 121.i~ 20~. 11 2-ti Stn 11 Val Sta n \'al Sta .J h•(1 .1)9 .O·~ 1~1 -~5 Elev )(i.l . 18 2so.a9 283.95 285.32 L)j8 . 13 ?~7 79 :;, ~€ 54 n ~.'a 1 Sta 7ti . o;; 1(12. 2:- 121. ..J 2C•5. :i1 "-9(1 2q7 . ~. c. _)5 . Ele1.· 311::. 1 f 2BO. Ei9 03. 9~ as. 3·l 87 . 4 ~ ·::7. 7Y ".'19. 43 Left OB 5.J. t9 11 . 75 0 .35 Sta 1:15. 1 s 21. ~3 59 . ·-~ 91.17 Bard: Sta: Left Right: l(•(t.«E• 121 .:::~ Length.s: Left Channel 125.39 102 .68 Riohi: 35 .24 Co~ff Contr . .l CROSS SECTION OUTPUT Pr ofile 111 E.G. Ele•: l!tl Vel Head ift) W.S. Elev (ft) Crit_ ~·/.S . (ft ) E.G. Slope i !t/!LI Total (cfs ) Top •l1dth (ft) Ve! Total I !t/s) Max Ch! Dpth I ft) 281 . 7..J IJ . 19 201 . 56 285. 69 .003639 1156.00 213.33 2. 37 6.68 Eleme nt Wt . n-Va l. Reach Len . (ft ) F'low fl.re a (sq ft Area (sq ft ) flow icfs) Top Vlidth (ft) Avg. Vel. i!t/s) Hydr. Depth I ft) Left 08 !) • 1 (•('I 125 .39 12 . 82 12 .SO 17 . 02 5. 26 -32 -" 5 Expan. 3 Channel o. 061) B8. (17 119.57 119. 57 615. 89 21. 89 5. 15 5. 4 6 613tl. (! 26. 27 l . 63 a.39 7. lC< l . 3•) Ele•; ·:· l .<9 f0.8~ d.9'l LEI. 5""' 2.~ 7. S3 -~7 .: q Expan . . 3 Channel 0 . 000 l (12 . 68 121. 07 121.87 566 .54 21. 16 4 .65 5 . 76 11 .l . 4• R'ght OB 0 .100 6.66 286.59 266.59 540. 11 182. ~-; 1. BB 1. 57 7133 . l 182.66 0.56 .06 .30 .17 Right 06 0 .100 35.84 352.09 352.09 572.43 186.91 .63 .88 Main Ste m -Effective Model Conv. Total !cfs l Length Vltd. {ft 1 Min Ch El l ft! .'-.!~ha fr(;t!i Less 1ft1 C :. E Los~ ·'ft i 191 Cor.\'. 1:::f s: i·Jetted Per. ·ft Shear .lb/~:; fi: Stream f'c·.,:er ~lb/ft £~ Curr. .. olume · ;;i~rc-ft r..:um s.r.. 1ac:~e~ ~-1arnin:o: [•i•:ided flew 1:"':Hl'f-t:ted for tb1E c.:rcss-s-=:::::on. r_:r ·:.SS SECT I ·)i~ PT\.'EP:·l·la1r, Stem PF.?.CH: 1_11,named Tr1butar HIPl_IT L~.s:::ription : S:atio11 Elevalion Stc. Elev ~ 1. 7('.. S•). 73 (-1 . ;:-, I 3 9-:'.} 231. B 1 242. 3€- £00. 39 302. 46 3(11) .19 :;:79. ~~ 2Cl . 94 ?-~3 45 287.82 287.55 300. i a l1ata Std ~ :>. ci 4 3. ~3 Sl. ~t c:~. ~l 75. c.~ 235. 91 309. - PS: t1um= Elev _; :· ·J . ~ 4 ::: 94 ... :z;n . s ?87 . 27 267 1 Manning 's n Values rium= Sta n Val Sta n Val 0 1 48.28 .06 ;: t. ~t <JL!:4 54.' ;.: .. l ~ 3-?-•... : 39. 11 13.95 Sta 70 . 13 ,. '..:.:: ~ : . ,-. " -:: . ' .:. .-;13. 1--: ,..,,:. n 'lal .1 •· r -=i · l. ·: H.> c I.' c -1. l: 1 d'. 1 - ?41. t).J 40S. 02 F.1=:·1 290 . -1 6 ?-t, !.C I ~·i·, . 2<l2.'.d 4 7q. """' Bank Sta: Left 48.28 Right 70 .13 Lengths: Left Channel 17 .76 1€~.€7 Right 17 .89 Coeff Contr . .1 CROSS SECTION OUTPUT Profile Hl E.G. Elev (ft) Ve! Head (ft) W.S . Elev (ft) Ccit W.S. (ft) E.G. S l ope (ft/ft) Q Total lcfsl Top Width (ft) Vel Total ( ft/s) Max Ch! D th (ft) Conv. Total (cfsJ Length Wtd . (ft) Min Ch El (ft) .n.lpha frt:tn Loss (ft ) c & E Loss fft l CROSS SECTION RIVEP: Main Stem RE.ti.CH: Unnamed Tributar IMPIJT Descr1ption: Stati on Elevat1on Data Sta Elev Sta ~02 .55 .Lt:· 61 .62 297 .l 62 .76 198 .32 265.44 227 .96 23~.2 283 2~1 .65 24i .47 282 .63 ZS0 .43 ioV. LJ~.17 LOl .4~ 265 .2& 278 .39 265 .72 26~.12 278 .09 ~68 .l ~ 269 .2 277 .99 269 .3€ 2-i .-s 2a5.75 .::. ... B.44 ~JC .~2 28G .7C ~2~.-lE i:~2 . 11 3(•(1 , b l~ann1ng 's n Values St a n Val Sta .1 2-1 6 . 11 287 .38 0 . 31 287 .07 285 .77 0. 006498 1156 . 00 142 .79 3 . 14 7 . 31 14 340. 6 125 .92 279 .76 . fJS 0 .87 . (12 RS : 4547 num== Ele•; 302. 53 296. 98 283.67 282.85 281 . t·7 LI,. •Jo 27d. 31 278.00 217.9R 26S. t,7 29(1• 6' num== n Va l Element Wt . n-Val Reach Len . (ft l Flow Area {sq f t I Area \sq ft) F'low (cfs) Top Width (ft ) .n.vg. Vel. (ft/sl Hydr. L•epth l ft) Com:. lcfs) Wetted Per. t ft) Shear (lb/sq ftl Stream Power (lb/ ft s) Cum Volu1ne (acre-ft) Cum SA (acres) 56 Sta 29.56 65 .9 235.9" 24 4. 7 5 255 .2 265. C-1 26!::. 31 269 . ..., )(1·:-:. 1 ·148 . =~ Sta 2"i 3. 12 Ele·, '"0. 52 • 96. €4 .83 .19 2i:-2. 61 .::.Bi'l .53 .:. ..,6 . !17 ..... 8 . S-1 -·-~I . i_1~ r1 I/a L .1 St a 29 .9 116 .. i:1 237. 22 244.95 255.73 .::.C.L'-IJ 267. (14 .:.6H • .:,~ 2'3. I 2 ~(I·•• l-. 5(1i'I.. ·t ;_ Ele·v 300. 52 293 .3 283.12 2&2.E6 281). 4 f Cl. "'71 7 8 . 1 ~I -s. t)..j 4.25 . 24 Left OB 0.100 I 7. 7'J .25 0 . 22 u . 72 (•. 3.J Sta 32. 61 17 3. 21 23B.69 24 6.1 I 257 • .J € zi:-.6 2€9. 17 ~7 -I C·~· .121 ,;:: ~ 1 . L.} Bank St.a : Left Right Lengtt1s: Left Channel P ighr -1 5. ~ 5 Coeff ::ontr. .I 24 6 .11 273 .12 CROSS SECTION OUTPUT Profi l e ~l E.G. Ele·; (ft) '.'el Head {ft) \·J.S . Elev lft l Crit \-l.S . (ft ) E.G. Slope (ft/ft) Q Total (cfs) Top 1'1d h I ftl Vel Total ( ft/s) 286. 119 0. 52 285. 98 284.23 .007360 1156. 00 100. 82 .53 42.17 91.4" Element Wt . n-Val . Reach Len. (ft J Flow .n.rea (sq ft) Area 1sq ft ) Flow (cfs) Top Width (ft) Avg. \Tel. (ft/sJ Left OB IJ . 100 42 . 17 94 . 96 94 .96 179 .83 52 . 33 .89 El '' ... 4 5 -.,-. 1: Z87 .54 295. (J l Ex pan. . 3 Channel o. 060 16l'.67 120.97 120.97 682. 1 7 21 . 85 5. 64 5.54 o4 62 . 6 25. 48 .93 10.86 6 65 . 20 El~v 300.19 288.4 283 . (13 282 . 63 279 . 99 ,.;5 . 8E '3 6 . f"'1 0 ., . - Expan. .3 Channel 0. 060 91 . 47 156.23 156.23 974 .38 27 .01 6 . 24 .... 1.1; Right OB n. 100 17.69 24 4. 6.J 244 .64 471. 86 119. 60 .93 2.05 $&53.5 11 9 . 7 3 Q. 83 .60 .1)(1 .01 Right (18 0 .1 00 46.45 .26 . 26 .BO 21. 48 0 . 42 Main Stem -Effective Model !·lax Chl L'f=:th {ft Conv. Total (cfs Len9th ::~td . :f,_ Hin Ch El 1ft· i--.lpha f'r·:tn Loss : t t Cl.ELoss:ft f-1· .. :si;:: Main St.::rr, -'.:-.I) 134-4 . .c (·.(• RE.:"...df: 1.1:;nameci Tr l !:.'....:::a~- ::1p1.1T :·e.::cr iption : .Sta ElE:'' .:;.:; l . ~):;: s: . .::i El'='' ~ ~ • ,:. J J !_11.' : .. ..j "91. :::~4 l ;. : ~< ... ,_, c: ,:. :-.!... i: 7 :: ... : .. 1 :;:: : s 2 . 2 9 .<lt :E2.7 ?.~1 .10 :~1 ~4 :2~1 .3B '278 .1.13 ,:. Sic.. i ' £ 7 ·; j(: 298 6~ 281 . S8 3(18 93 282. 72 ·11)9 .96 292.33 :-s·~.:3 ?.7'.91 ,:.~·c.-.:.:~ ~77 . .JJ 3(1(1 6 281.72 314.11 ?.83 .36 4?•:·. I)~ 292 72 t1anning 's n Values num= H:_,·dr . (>~pth lft1 Cor,'.' '-=.:fs; i·;ettr::d ?<;-r . (ft Sh"=C.I '.lb/sq ft! .Stream ["-;:,-..;er 1 lb/ fr: .s • Cum \'c.lume {acrr::-ft Cum s.::.. acres· ::3 1: 1.6: .>·:-1 .31 :04 . !•9 .•.JC: ..,;.:-·.49 21 "".~ :-c-.~S ,;::7·.;.71 .£€.- El.::·; 94 .-15 2'1.l 295.79 2~7 .4? 2!::1:.~ .:. ·:1 .d ~~·1 . .:JS .:.1':J . 300.81 281 .73 301.17 281 .76 359.18 Z88 .93 392.76 290 .39 6(l9. 17 3(11). 99 62t). 4 3(11 . f5 Sta n Val Sta n Val Sta n Val l .l 281 .19 .06 29:j .6<J c. . 4 '. 3 dl ::'90 . t) Ban~: Sta: Left Right Lengths : Left Channel 281 .19 298 .C<l 19. 2 511. 13 Right 65 . 4 5 Coe ff Contt:'. .1 CR0SS SECTION OlJTPUT Profile Ul E.G. Elev (ft) Vel Head (f t ) w.s . Elev (ftl Crit W.S. {ft) E.G. Slope lft/ft) Q Total {cfs) Top Width lftl Vel Total {ft/s) Max Ch! Dpth (ft) Conv. Total (cfs) Length Wtd. {ft) Min Ch El (ft) .~lpha Frctn Loss ( ft J c f. E Loss (ftl CROSS SECTION PIVER : Ma1n Stem RE.n.cH : Unnamed Tributar INPUT Description: Station Elevation Data Sta Elev Sta 0 301.95 9.29 140 35 292 .09 2(1~.€1 207 73 284 .36 209.07 275 .74 262 .48 ?lfi.l.., 285 .24 282 .Zl ?~£. 294. 5 279. (..j :.'.(11) c;,: 305 .~ 277 4 3(•6 .<~ 315.7 :85.0~ 316.- 319 .3~· =~9 .2 }::c.~l 521 02 J(il.:q 285.96 0 . 29 285.67 284 34 . 00 5004 1156.00 142 21 91 6.36 16341 . 5 44 .73 277. 31 2 .23 0. 24 o. 01 RS : 4401 num= Elev 301 . 31 284 . Se 284 .34 282 .42 282 .13 277 54 2'77 . 42 2:i;:. 31 291 . E~· Mannin::l 'S r1 Values num= Element l·Jt . n-Val . Reach Len . (ft) Flow Area {sq ft) .n.rea (sq ft) Flow (cfs) Top Width I ft) Avg. Vel . lft/s) Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power 1lb/ft s) Cum Volume (acre-ft) Cum S.~ (acres) 46 Sta 12 .7 4 05. 85 10 . 64 21 .63 36. 77 •)l . (i6 ~1)(. 3 31'. ~5 3--: 4 . ; ~- Elev Sta 301 .06 15.99 284 .39 200.31 284 .25 211. l 282 .32 284 .53 282 .03 286 .9 27--' 301 .1 277 42 30£. 281 .55 31~.,:. Elev ()0 . 7 5 84 .39 84 . 2 3 82 .25 82 .13 77 .28 77 . 4 5 88 .35 z 0,5 . l Sta n '!al Sta n ~al Sta n ':'al 1 .J =~~ . ..i~ 0£ 312 .9J Left OB (• .100 19 . 20 206 .36 206 . 36 37.:J .., r.: go. 61 1 . 81 2 .28 529(J. 6 91 . <)6 .cl .28 0 .SE 0 . 26 Sta 134 .32 211 . 13 2t4 . 6 288 48 301. s- 310 .-: ... 31l?..9::1 51 ·3 •')""; Bank Sta: Left P19ht 202 . ..JO 318 .::YJ Lengths: Left Channel Right 1e.-5 11Z.3E 159 .24 Coeff Contr . ,j CROSS SECTION 0UTPl)T Profile Ul E.G. Elev lftl '/el Head 1 ft I W.S . El ev (ft) Crit W.S. (f t) E.G. Slope (ft/ft ) Q Total (cfs) Top IHdth I ft) Ve! Total I ft/sJ Max Ch! Dpth lft) 285. -1 0 .38 285.33 2 a 3. 62 0 . 005807 1236.00 1\9. 48 3.63 8. l 0 Element i·lt . n-Val Reach Len . t ft) Flow .n.rea (sq ft1 .n.rea (sq ft} Flow (cfs) Top Width (ft) .A.vg. Vel . I ft/sJ Hydr . Depth I ft ) Left 08 0 . 10(1 16.15 17' 30 177 . 30 310 . 30 92 .05 . 7 5 l . 93 11 o'. -. c .:, 1 . ·)£. .,:..::1 14 .41 .11 .11 .l'.- 292 . t)f Expan . 3 Channel 0 . 060 54 .13 113. 74 118. 74 658. 15 17.45 5. 54 '\'..>. 80 93(13 . 8 21 . 10 1. 7 6 9.74 5. 2:2 .06 Elev 92 . 31 84 .37 84 .19 22 24 fl 62 77 23 76 Bl '39 . 17 9b. 1 t'i Expan. .3 Channel 0 . 060 112. 36 163.85 163.85 927 .70 27 .43 5.66 5. 97 .-1: ·< Right OB () .100 65. 4 5 71. 91 71. 91 123 .60 34 . 15 .72 .11 17il7. 2 34 . 39 0 . 65 .12 . 91 0. 95 Right OB 159. 24 Main Stem -Effective Model Conv. Tot el refs Len~tr. :·itd. 'ft Min -:.:h El (t io.lf:ha frctn L~.:::~ ft : C l E L05S ft 1£.:2 9 l. ~· . Conv . fcfs ) Wetted Per . tft) Shear ilb /s.q ft ) St!eam Po"wer (lb/ft s; Cum ~olu11e (acre-ft '.:."um SJ... a~res· 4(171 92 . 0 . 1. •). 0 . 1:1-3 :;1. 1. 1(1. < !. 1. :.r r1 .S':. ~·1arnir,9 : !f,-;, -::·=;ive-;ath:e ratio ur~1.r';.:1:n corave:_.;anc<:! divid~d bJ do•·.:nstream -::c:-1·:::1::r.:·e !:-:; le::.:" thor. ,,,._ gre3ter than 1 . .:I . rf,.is rra/ indica te the need for add1t1ci.nl crct:~ t"~c.:tlo:-.~. Pl''EP: !·!;111·. :::tern ?::.t..C:H: 1.1;.i,•,med Tr1:0utar INfl.TT Leser lJ-'t 1 :::, : Stat:on E~€'.··.:.1:::)n f.·i::!t:-: ~t)..j . :-1 21.:. .... q ~~~ .. ,,~ 302. 51 325 .95 341 . ~2 34 3 . ti.<.. 353 . 09 363. 26 521 . 3 544. 31 577 .23 597 . 58 Ele·: J.:•:. 93 ?'7 s. i::-:- 2.~=. 1)5 ':',:.;•OJ. 2.iZ.15 272-. 68 276."92 ~7€. (:"i 2 :-i(1 . 96 221.61 291 . 59 294 .53 296 . 16 297 .09 ::-:a l z. 7 !: ••7 "., z 13. 14 2:.:. ... p 318.21 327. 09 342 . :. 344 . 21 354 .68 376. 11 529. 33 544 . 43 590. 8 5 603. 42 RS : ,;2: num"' Le·> ..:.;. ~.:;, l ..:.t.5 . (l~ 2B3 . C1 262 .).: 278.55 216.75 276. £.1 282 . 13 2;:;5 . 4 5 ?91 . 93 294 . 54 297 .01 297 . 24 Manning 's n Values num= .1 21 •·. -< ZH .13 )lQ.96 32 9 . 5 34:. 94 3<l-l . 32 361 . 5€ J•C:.34 530. 29 54 4. 54 "591.52 GHi.31 Sta n Val Sta n Val Sta 0 l 318.2 1 .O~ 35-1 .68 f!'=!\' :99. 31 2d5. 1 ol .::85. 04 28 ~; 2ll 279.3'2 278.26 27 6. 7 4 276 .6 287 .2 285.4' 292.35 294 .54 297.0£. 297 .9 n Va l .1 St: :i 13C:. 1_1t 212 .2€ 214 .6 320.38 332.35 343 .2 346. 51 JC-2 . 16 398.06 530. 67 573.75 591 . 78 617 .3 Eli;v 91. 32 85 . 01 ,2 .29 79 . 33 77 .93 76. 71 76_ 37 61 .65 86. 72 92 .52 95. 99 97 . 08 297. 9 Ste 167. l c: 212 57 217 .94 299.'" 323:7 338.95 34 3. SS 34 6. t. 363 . 11 507 . 99 531 .6~ 575.2' 595. l Bank Sta: Left Pight Lengths : Left Channel 318.21 354 .68 19.38 81.78 Right 13.36 Coe ff Con tr . .I CROSS SECTION OUTPUT Profil e ff 1 E.G. Elev (ft) Vel Head (ft ) W.S . Elev (ft) Cr1t \ol.S . (ft) E.G. Slope (ft/ft ) Q Total tc fsl Top Widt h (ft) Vel Total (ft/s) Max Chl upth l f tl Conv. Total (cfs) Length Wtd . (f t) IHn Ch El tft ) Alpha Frctn Loss (ft ) C • E Loss (ftl 2 e 5. 32 0.?-1 2B5. (1'3 281 .51 0 .00257(1 1238.0(1 14E. 81 90 3.74 2<420.2 70. 19 276. 3-1 1. 84 1). 2S 1). (;) Element Wt . n-Val. Reach Len. {ft) flow .ll.rea (sq ft l Area (sq ft) Flow (cfs) Top <Hdt h (ft I Avg . Vel. {ft/s) Hydr. Depth (ft) Conv. \cfs) \·letted Per. (ft ) Shear (lb/sq ft/ Stream Power (lb/ft s) Cum Volume (ac re-ft) Cum S.ll. ("ac res) Left OB 0 .100 19. 38 173. 21 173.21 180.58 106. 3~ 1. 04 .63 3562 .I 106.39 . 26 .27 0. 41 0. 18 c.4 . ~:: . ?2 14 7S. 94 77.15 76. 68 7E. 34 87.£3 91.•:: 92 . 6' 96. 06 97 .1)9 Ex pan. .3 Channel 0. 060 81 . 78 248.42 248.42 1052.43 36 .47 4. 24 6. 81 20759 .7 40.08 0 . 99 4 . 21 5.11 11 . 95 Right OB 0. 10(! 13. 36 5. 91 c.. 91 4 . 99 4 . 00 o. 84 1. 4" 9S. 4 ·I. 97 0 . 19 0 . 16 . s 5 1). 92 Warning: The conve1ance ratio !upstream con•,;eyance divided b:l downstream convejance; .is less than 0 .7 or greater than 1 4. This ma:1 indicate the need for additional cross sections. CPOSS SECTION RIVER: Ma1n Stem REACH : Unnamed Tr1hutar RS: -l2(t7 INPIJT t•escr .ipt i 011 : Station Ele\·at1011 Dai ci nurn"' St~ Elev Stci Ele~ 21 b . 7-:_, 221 .B4 229. 38 238 . 19 250.05 255. l i! 321 . i! 466.0!1 499.38 547 . 45 556. 05 31)1 . 87 21:it . 31 2"?. 91 27€ .. 6~· '179 . 31 230 . 28 2;:c(1 . 59 2&4 . 22 29r:1 . 56 293 . 08 296 29£ 26 . -. ~ 5 2 2'. 51 25u . 41 2~-.... 51 32£ -:! 4"".5 $(JI). 81 54'::. 32 56 .. >.26 J1"l(•. ·~: 9 2;'.-0 . 3J 2'1.42 279.51 280. 2f. 28 I, 2q4 ·~·~· 29•:'. 4- 293. 29 29€.07 296.29 Manning's n Values num= (.1) Sta r .. 2, ~7 .c.2 I , 08 ..:.2f.. 19 2 35. 1-1 L 51 . 51 259.94 32~.E~ 48C.5E so 1-4 9 551.19 5'72. 42 Sta n Val Sta n Val Sta 0 .l 222 .87 .06 250.41 Ele\r 29-:. 04 2C S. 4 6 .t..76 .6 277.95 2'j(). 16 290.29 28(1. 91 283.64 29(1. 86 293.39 29€. l 29C:.62 n '/al .I Bank Sta : Left Right 222 .87 250.41 Lengths: Left Channel 9 .97 16.87 SL a 141). 93 22u.49 228.48 23". 43 241.73 2 52 . 5 j 313.55 338.-7 487 .B 503. l 8 554. 2-1 576. 49 Pight 2 .€7 Elev :eo. 03 28<. ~7 27£.63 21 9.02 230 .1 8 280.38 285.27 284 .69 291. 41 293.63 296 296·. 81 Sta 21'. :-0-l 220. '35 228.89 237.5 242 .26 253 13 317 . 62 -l 64 . 9£ 49-1. 35 534. 41 554. 35 592 .2£ Coeff Contr . .I El~ .. :?{. 11 j4. j I -; ~. C--1 19. ~·5 t:(1 . 19 81.' -12 25 .59 90 .5' Ci2 . 3f 95 . 19 9E.2- 97.5o Expan. .3 Main Stem -Effective Model E. -~. El-e:v _ _ ~-!ea,:1 ~·'. . :~ . E. le;: t' r; ~ i. t \·). S . ( t: -· Slope ft ft ,:.; ·r :-. ::~ l · c: i ,~ \ T:;. ·:;:dth :ft. Tot:.il ft.':: i'.~z ~!.l CJ:::!: ft ,. ...... · '!'ot::il ,._-L- !..l';r1?':.i1 :·itd .. r- '.·!1 ~. r.:r. E 1 : t ':. .•,11--:.:i . E Loss f: Pl''Ef': Main .Stem .:. ~ 5. i:>. •1:.1· El<?%Er1t ~·lr_ . n-'·.:i 1 . flov· .i:.rr:a '5q f;:. · .r...r-:::=i :5q f >: r~~;-; leis TO!== i·!.:dt.:h ft .:..·: .:i . -:; .. f ;:/ . .:: H_:.-Jr . [·.:i:rL ·ft ::o:.·•. Vi.:;t ':..:,d ?<::: . s~.;: d r ::.t-'.:-:: ,-• srr;:~~t i".:'"."er .. b/fr: PE:.:.J~H : f.1!)1:amed Tr1nutar i-'.::-': ·!l::J<..1(.' INPt.tT [•escript1on: St.: at icr. Elevation Va ta Sta Elev Sta 3(11.88 13.€( 114 .5<:: 292.27 135.05 229 .36 285.74 229.43 232 .15 284.42 232.53 234 . 19 L3'1J. 2€ 24 3. I 5 25(1. 7 254.5 262. 17 264 .85 332 . 5.8 442 .03 456 .59 467 .36 485 . 46 507 .88 527 . 37 553 .44 562 . 12 282.05 278.26 276 .. 55 278.84 279.96 280.36 28(!. 54 284.26 289.08 289.66 290 . 22 290 . 82 293 16 294 . 4 6 295.83 296 .23 234. f;C: 238 4S 243.59 2 50. 7 6 2 54 . 97 262 .6 266.67 333.11 4 43. 58 457.78 467.85 486.28 509.29 S27.59 SSS.32 563.8 num= Elev j(H). BB 29(1. 57 i85.74 283.97 2d .46 21a. c1< i:76.57 278.87 279.99 28(•. 41 280 .7 284 . 12 289. IS .:89. 71 290.26 290.82 293.35 294. 4 7 295.95 2.96.2~ Manning 's n Values num= l•)(; Sta 14 . I' 148.39 230.33 233.56 2 36. 12 230 .5 244 .09 2s1 .r 256.H 262 .83 283.34 334 . 4 8 451.66 4 64 . 36 473.91 495.22 S09. 9S 535. 4 3 556 .17 570. 92 Sta n Val Sta n Val Sta r1 .1 234.66 .of. 262.17 3(1(1 . B.} 2B9 .€0 285 .65 282 . 78 2B(1 . 23 278.03 2.76. c. 279 . lE 280 06 281). 41 281. 94 283 .95 289 . 4 6 290 . ftl 290 . 63 291.21 293 . 44 294 9 296 . OJ 296 .33 n Val .I Sta 55 .-- 2.i)i).79 231.09 233.86 2:!7 . 55 24(1 . 77 246.3 251. 65 257.79 263 .25 2•5 . 12 349 .37 45-5 . 4 7 466 .13 475 . 02 496 .•8 511. 63 542 . '15 559 .01 579 .96 Ele·; 29€.95 28.7 .Z 285. c;5 262. 4 5 279.01 276.42 276. 72 279.29 280 .1; 28 0. 4: 282 08 284. '77 2&9 .6 29(1• 1 29(1, 6~~ 291 . 6B 293.6S 295 .22 :96. 06 296.66 Le ft JB 1).l(lt) ~.97 ; . 31 3. 21 3. -4 - l ! 1 . ! G l . 55 ..j:. 1 :: . -c: Sta •)3. :,.i 25. 3<1 31.'2 34. t) 1 3o. 14 42.79 48.68 52.88 61. 85 64 . 26 328 5 ..141. 2 4 56 . 15 4 67 . 11 483 .34 502 .91 522 .06 SSl . 92 562 . 02 599 . S4 Bank Sta: Lef t Right Lengths : Left Channel 234 66 262. 17 9.97 16.87 Pight 2 .67 Coe ff Cont r . .1 CROSS SECTION OIJTPUT Profile Ul E .G. Elev (f t) Vel Head (ft) W.S . El ev (ft) Crit W.S . (ft) E .G. Slope (ft/ft/ Q Total (cfsl Top VHdth (ft l Vel Total (ft s l t-lax Chl Dpth r ft l :on·!. Total 1crs1 Length Vitd. 1 [t Min Ch El f .. , .u.1 rha fr·--tr1 L:::iss ( t: & E Loss {ft 284 . 90 0 .55 284.35 282 .73 fl .007722 1238 oo 92. 35 4.63 7.93 J-ll)C\0 .£. 14 . 4 C· If:. 4-'- !) . 1 i ,t)l Element 'i'lt . n-Val . Reach Len. (ft) F'low .n.rea (Sq ft) .-).rea I sq f tJ Flow (cfs) Top ~·Jidth (ft. ::..·;g . Vel . fft/s· Hydr. [iepth (ft ~onv . ~cfs1 Wetted Per . ft Shear lb sq ft Stream Po~er lb. ft 51 ~um '!olume ~-re-ft •...:um s.t.. ~cres i·Jarnin;i: Divided fl·:>\-J -omf:-·ur.ed for this -ross-sect.1cn. C8·:.ss SECTION PI'.'ER: Main Stem REACH : Unnamed Tributar ·INPUT Description: Station Elevation Sta Elev 0 301. 88 120.34 291.9S 232.IS 28S.55 241 .91 284 .98 244.84 283 .05 Data Sta I 4 . 34 142 . 68 236 .66 242.1 245 .~l PS: ~173 .33 ' num= Elev JOO . 86 90 . 16 85 . 31 8<1. 98 82 . 64 105 Sta 14.38 l SS. 84 239.68 243.36 24 s . 61 El e•; 3(10 . 82 289.29 285. 14 284 . 38 282.39 Sta ~0 57 10.88 40 .89 43 .82 45. 77 Elev 2%.86 286 .7 1 285 .08 283 .97 282 .23 Left OB 0 . JOO 9 97 3. 47 ) . 47 4 .29 t...4S . 24 .42 ~5 .. : 3. :0.·14 ('. 55 3" . I; Sta 109.06 229 .3 240.96 244 .22 245.95 1 E. a-: 157 . 90:• 1 =!. 9(1 IL Elev 293. t)9 2&5.95 204.92 282.27 278.39 276.52 277.86 279.88 280.35 230 .S 85.36 89. 04 B9. 64 290 . 2 90. 79 92.52 94. 18 95.76 96. 01 297 .6 Expan. .3 Channel 0 060 16. 87 I SS. 67 155. 67 1013 . 29 27 . Sl 0 . 51 5. €6 i ~ :,31 . i 31"'1 . 09 . 49 16 .23 -l . 67 0 . 0-3 Elev 292 .79 285 .71 285 .07 283 . 61 282 .04 i? '. '4 I:.:•. -4 !. ., ·~ • 20 .4 !.'"' \. I . Right OB O.l(H) 2 . 67 107. 98 107. 98 2£0.41 62. 4 0 2. 04 1. -3 : ::: .... -~. 2 62.00 .S3 . "71) l. . 91 Main Stem -Effective Model .35 8. 51 9 ·. 3; ,·,. :; . 9-! 1. -;_ -:-9 . ~5 . -. ;S; 2511. :., ij. (•"; 2 ~::. f- ~'.CC- ~ ~ ~ • ..j ~ 51 . .; r:. !-- ..i:::.<:.·: ~·:OS. i.:. 41 ~·· -: C.4~· --: • 9-! -9. <;;." ri . €- -:L' _ 09_ . l:.: -: ,, . <·-! 284 .~ ::-!J .9~ :=~.1 ~ ",,,.' ''--. ;-2 -; ;-. l - .;...;l•_• 2 91 . ~s :?-~.:-! ~ ~1.:. l L ~l: . .:-: 53::. r. ~-: . l ~) ~ .. .:. - ~('. - 55 5' - -; 4 c ..... Si-6 . c.- -15. -; i . :~ 11ann1n9's n ~·a1ues 11um~ Sta n ''al :St.a :1 \'c:tl .1 24:_4_ .0; . €11 ' 8an~: Sta: Left Pt;ihi: ~4€ . .JS 273 .'.-'~ Lengt_!:~: Lef¥ (.'h.:ii1r1cl le .,- E.G. Elev (f r:i Vel Head \fti >LS. Elev (ft ) Crit W.S. l ft l E.G. Sl ope (tt/ftl Q Total (cfs) Top Width (ft) L84 . ;·; (1• 61 284 . 1 7 282 . (I. 0 .001340.2 1238. (II) 85.29 4. 90 7.94 135(1£. .1 14. 74 Eleme11t: Nt . n-Val . Reach Len. r ft} flow ?.r~a {sq f t; l\.ri;:a sq ft! flow 1c.:fsi Top V!idth (ft) .ll.vg . Vel . (ft/s) Hydr. Depth f ft) Conv. 1cfs) \·Jetted Per . (ft) . ~ 3 "l .54 .15 . 59 . 7.7 . 41 -3 . 9: . ·:19 ,? r.. .;J 1 . (t('. :: ~ 9 . ~; . s;: ·H~-- 2'! . i:: . -I l . = 1 ~ ""'." £" ·oe r r '_;on;: r. .1 Left OB I)_ 11)0 9. 97 .66 3.66 .79 2.85 l. 31 l. 23 5Z .3 Vel Total l ft/sJ Max Chl Dpth lft J Conv. Total fcf si Length Wtd. lftl Min Ch El l ft ) .n.lpha Frc n Loss (ft) C & E Loss (ft) 276.23 1. 63 0 . 13 0 . 01 Shear (lb/sq ft) Stream Power (lb; ft s) Cum 'lolume {acr e-ft} Cum SJ.. (acres) .86 0 . 49 0.65 0.37 0 . 16 Warning: D1v1ded flow computed for ~his cross-section . CROSS SECTION RIVER: Main Stem REACH: Unnamed Tr1butar PS: 4156.5" INPIJT Desc ription : Station Elevation Sta Elev 0 301 .89 126 .l 247 . 98 254 . 31 257 .05 2 61. 03 265.5 271.68 277 .24 280.38 286.33 294 . 84 354 . 74 462 .27 484 .23 tlqG. ~7 524.87 54 3 . 84 569. 22 579. 31 291 . 63 284.60 284.3 282 .51 280 . 16 277 .33 276 .36 278 .47 279.58 280 .66 2 81. 22 28 4.25 289.19 289.9 291 .2h 293 .33 294 . 52 295 .73 296 . 19 Data Sta 15.03 149. 5 251.15 255 . 01 257.36 263 .78 265 .62 272 277 .73 281 .44 286 .74 )(If,;. 29 356. 07 470 .15 4B5 . 18 num= Elev 300.85 289 .75 284 .49 283 .84 282 . 32 278 .75 277 .3 ,76.42 278 .73 279 .77 290 .68 281.98 28-1.17 :;:99 . 36 290 . 12 C,(11. 1''14 ""q1. i; 526 .24 293 .47 544.(16 294 .S.t 5'1.(::B 295.89 ~.:ic:.2, 296.4 598 .9.:J 29€.92 (.}4 _,;o "'g"l.6·1 Manning's n VCJlues num= 102 Sta 15 . 59 163.3 252. 41 2 SS. 4 B 2 5 7 . 53 263 .85 269.92 272 .37 277 .94 285.45 287 . 72 308 . tJ2 371j . 57 473.85 4e5.<2 sri1. Hi; S2L8B 551 .o9 ["i74 .• q : ; ". 3 Elev 300.8 288 .92 28 4.41 283 .52 282 . 18 278 .£9 276. 04 276.48 278 .83 280 . 48 280.74 282 .1 264 .92 289.43 290 .17 ?01. "? 293 .53 295 .03 .:. 95 . 98 .zac: . .is Sta 61 . 38 220 . 97 2 52 . 4 9 255.9 257 .72 264.9 271 . 41 274 278 .84 235 .68 288 .29 350 .25 .;J 59 . 96 474 .94 485. 9 c.12. "'" 528 . 52 558 .~2 577 .57 593 . .;J 1 Sta n •:al Sta 11 Val SL~ 11 'Jal 1 .1 258 .24 .0( 285.(8 Bank Sta : Left Right 258 .24 285 .68 Lengths: Left Channel ?.97 16.87 Pig!tt 2 .£7 CROSS SECTION OUTPUT Profile ffl E.G. Elev lft l Ve! Head lft) w.s . Elev lft l Crit W.S . lft) E.G. Slope lft/ft) Q Total lcfsJ Top \'lid th I ft I Vel Total { ft/s) Max Chl Dpth I ft) 284.6; 67 283. 91 282 .62 Q.009247 1238.00 81. 31 5 . l 7 7 93 Element i·lt . n-·.Jal . Reach Len . (ft ) Flow .n.rea (sq ft) ,;i..rea (sq ft) Flow tcfs) Top >lldth l ft l P..vq . Vel. ([t/s) Hydr. Depth lftl El ev 296.77 286.23 264 .H 283.24 282.02 277.83 276,31 276.77 279.31 260.52 280.78 Z8-1. 91 289.08 21?9 . -1 8 291). 22 70 l. Cl? L 93 • 09 L 95 • 2 9 29ti.0Z zgo.01 Sta 114. 28 243.25 253. 49 256.55 258.24 265. 13 271 . 59 275.75 280.03 286 .1 292 .5 354 . 22 460.77 476. l 491. 8 ~ 11. "77 531. 21 567.74 5T1 _;7 595. •.·3 r..:oeff Contr. .1 Left OB 0. 100 9. 97 3.92 3 92 5.37 3.43 .37 1. 14 .1 . 4 :;;-1 • .:.-. r..:han11;:.l I). (;:.:i 1 ~. 153. :·:1 153. ,:;:·(1 ltJ3}. 3Z. 6. Ti 5.SB 11316.8 29. 7.j . 7(1 18 . )1) . 61 (1 . 87 Elev 292.48 284.94 284.32 282.81 281. 6 277.£3 276.34 277.69 279.52 280.66 28:1 . 0€ 284.33 B9.12 2;9,53 290.-7 293.ac 295.C:St .:. ~,c_ .. 15 : '£. . ., -l Expan. .3 Channel 0. 060 16.87 150.71 !SO 71 l 061. 74 27 .44 7 .04 5 . 4 9 Right OB .< 95. c 3 95. '33 195.09 54 . 97 2. 1)4 l. 74 2137 .1) 55 .11 I). 91 .86 .81 0 . 90 Right OB o. 100 2 .67 94 . 76 84 . 76 170 .89 50 . 44 . 02 .68 Main Stem -Effective Model f.:::r.·· Tc':.:i ! ,..f .s · :.e:r.-~:h ·.-;:c:. ::r:. t-:11. ';t-E:l • r . :..lpho l . l~!-·El-': !~=:.•, ._,.:m ?!::.=-.:.:~: T:·1r..:::1":-: Tribui:~r :-•Jm= ..: t_.:, Ele·· r.:onv. :·:et:r:.ed t~. Shear b/:=~ St ri:;am G',.·c r t./ fr .=. :um Volu:r,i;. :tcre-f: Cl!m ::.:.. ·~-:·r-:s lt.;. Sta El~-_c. 1 : • 1 ~ •:1 (I , : :; i ; .. 31 31:•(1• '"; ~: ~--i. 1. _ _ . c· : ; l. I. i ~ C-. 3 ~ : . 9. 3; 1 -: .• ... ~-2 c: -~ . : : -2: 1 . --~ ---1 ::~.~] _.;..j •• ): _( .c~ -=~--~ ~f~. ,~. 265 .9.:. ;,:~-3.<-2 ~cc.cs .. i:'.i •. ~-· .... ~-.1s .1-i jJ·:. • .--I. z<-. - l l 114 1 . "·C, ?. . 9 !:•·. .5 I .. : Zlev ~. 17 4. '. l . -~· , .:. •I:. (1 J ::_-,-,_ ~1 .-.:. 213.1;. 2::-··.12 .:.7c .. ;9 2-:: • .:: ?.-t -~--~ .:.17 .~~ '· ?.?'-· .• :1: 21t:·.~·--; :-9.17 :ncs-~ 2:4.~ :;:1~.t;'·t. :'='~ ""."""> ?."'6 2 29(!. 51 293 . 0: 297 .C.5 j(l(I .1)1 319 . ~r:· 381 . l" -18~. 7 494 .•• 5t);j . 11 536 .9£ 5:.9. '~ 582 .46 594 . 94 --i.29 z->. 38 2 ~!). 78 :-r 1). 9 ?°'2.l 2-15 :;::.;.9. 37 :s,,c•. f18 291. 51 29?. 5 ?<:>3 . 71 ...,or:. (lO 295.~5 2~:6.49 29(1 . 91 293.9C 297 . 9& 301. 96 361. 12 4 69. 34 484. 12 4 94. 45 509 . 8 520.59 54(1 . 21 566. 55 5B5 .35 602 . 5 7 Mannin::i 's n Values Sta n Val Sta .1 270.03 Ban~: Sta: Left Right 271).(J3 297 .44 27 9 . 62 280. "7 2 281 . (•2 284 .68 289. 11 289 .39 290 .14 291 .61' 293 .1)2 293 .87 295. 32 296. 02 296 .77 num= .::i:!o . .:.l 291 . OB 294. 79 29'b.07 30~. 16 365 . 05 470 .14 485.26 4 94 . 93 511 . 83 533 .36 54(. 98 575.65 585.45 621 .37 n Val Sta Jl6 297 .44 .:: le . 2-:.-,::. 61 279. ·3.: 280 .'79 281. l:. 284. 3C: 269. 14 289.45 290.;, 291.85 293.41 294.27 295.66 296. 12 297. 6-6 n Val . 1 Lengths : Left Channel 9 .97 16 .87 291.L z9-:.;. ·I 2~8. 4 :" 30€. 4.., 355. 56 471 .62 4 91 . 5.., 500.74 512.£3 534 .72 552. 08 577.ll 587.(l( Right 2 . 67 .;.!i:..4:..: ?79. l.13 Z'30 . 54 26(1 . 6 2 ~ 1 . 3 B4 . 31 .:,9 . 21 89.72 90. 84 91 . 87 93 . 53 94 5;; 95.67 96. 1 7 ~b . c:.: 292.c 297 . 4 .j 299.4c 317. 7~ 366 483 . 1)4 493 .2~ 501. 0 l 521 . 21 535.35 552 .29 579.74 593 . 89 Coe ff Conte. .1 ?79.3 :?80.59 :;'.81). 87 2~:;: ?a4 .Z8 2&9.34 289. 8 290. 94 292.28 293 58 294 . 57 295.83 296. 4 4 Ex pan. .3 CROSS SECTION OUTPUT Profile Hl E.G . Elev Jftl Vel Head ! ft\ Vl .S. Elev (ft\ Crit \\l .S . (ft) E:.G Slope (ft/ft:) Q Total 1cfsi Top Width (ft) Vel Total (ft/sl Max Chl [1pth (tt) Conv. Total lCfsl Length Wtd . (ft1 Min Ch El Jft) Alpha Frctn Loss (ft/ c & E Loss (ft) CROSS SECTION PI'.'ER: Main Stem REACH : llnnamed Tr1butar INPUT [·::-s~:r1r•1on: 1 :!7 . t.• l : ; -I . lJ': 27f:i . 81 26 l . 04 291 . 6€ 299 . 1)8 }(l(l _ €5 jl)4 . 23 307 . 13 310 . 22 329 .24 377 .66 492 .23 503 . 2 5 516 . 96 531 .06 560. 31 301. '} 29.:i.oo 283 l' 282. 6:,: 2i32 . l ?.77. 2:;, 275 . 67 ?.7€.. J€ 278 .38 279 .76 280 . 93 282 .01 284 .39 289 .26 290 . 04 291 . 76 292 .77 294 .59 St.a I'. 4 1 C3. l 5 275. 4 6 2-:9. 27 2' l. 25 292 )(10. (14 301 . 7 304 . 81 309. 04 311. 17 330.93 391 . 77 492 . 88 503.49 518. 62 54 3. 19 560.53 284 .48 . 75 283 .73 282 .53 t).010532 1238 .00 81 . 58 5. 53 7,87 12063.3 15. 37 275 .86 1 .59 •• .18 .01 Element Wt . n-Val . Reach Len . (f t) Flow Area (sq ft) .n.rea (sq ft) Flow (cf sl Top Width (ft I .n.vg . Vel. (ft/sl Hyde . Depth (ft) Conv. fcfs) Wetted Per. (ftl Shear (l b/sq ft1 Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP.. (acres\ RS o 4122.83" num::: Ele·: 300. 82 288 . 94 283.08 262. 51 28 l. 99 '277 27 6. 1 270.82 276 . 74 280. 61 280. 99 282 . 11 285.07 289.29 290. 12 291.96 293 58 294 . 61 Sta i -, 1)2 178.21 21 s. 54 279.98 281. 82 292 . 54 300 . 15 302 .62 305 . 57 309 . 19 311 . 74 372 478 .72 493 .29 503 .95 520 .63 54 3 . 8 2 567 .95 Ele'; 300 7""' 2ss . 1a 283. (t8 232.33 231.ll 276.€ 276 15 277 .52 279 08 280 .67 281.02 284 .45 289 .13 289 .31 Sr:a 6£. tir;; 241.14 2"' E. :;_ 2~·). 52 290 292.6E 30(1. 21 303. r 305.79 309.6 313.65 375.87 479.51 50i). 65 290 . l & 509.69 292 .19 521.41 293 .63 545 .<Jl 295 .16 °5'4 .5<:> Ele•; 2t5.26 283 282 .24 278 .5 276.59 276.17 27B. 11 279. 18 280. 91 281.13 284 .39 289 .16 289.63 290. 91 292.22 293.73 295.35 Le ft 08 Q .100 9 . 97 . 34 . 34 5 . 15 5 . 86 l. 19 0. 74 50. 2 6 . 32 0 . 4 5 0 . 54 0 .36 0 . 16 l Z4.: l :;:--:-o . C3 277 . 53 no. sE 290 . 1 292.72 301). 41 304 . 09 306. 47 309. 62 315.83 376.37 480.97 502. 33 510. 75 529. 88 Channel 0. 060 16. 87 147 . 24 14 7 . 24 1089. 10 27 . 41 7 . 40 5. 37 10612. 4 29.65 3 .26 24 .15 4 . 50 1). 85 Ele•; 91 . B., 33. 3B 82 .94 22 . 19 IB . 42 76.58 76.26 2"8 . 3 279.48 280 . 91 281.25 284 . 38 289 .23 289 .71 291. 03 292 .63 548.61 293 .89 583.56 295 .63 .ol . 9. Right OB 0 .100 .67 72.23 72.23 14 3. 7 5 4 [j. 32 l . 99 1. 49 1400. 7 48.45 0.98 .95 .so . 9(1 Main Stem -Effective Model Mar,r,11-.;i ' s r. ··a:ues nt..:::i• S;:a ri 'lal ~~rd =::~ :'r::a ··dl . l __ ; 1 ::;.:•S: .1 c . l eanl: ~t~: Left f'l?i.· ? : l . ;;. ? -: ' ~-. l :: E .::; . El::;.. f: ··:;:1 Head . t t :-· -~. Elev ft ; !~( l !: :·J • S . If t, E.G. Slop~ ifr/ft ~ Total ~cfs' Top :·!1ct~h ft ·-..,l Tctal 1 ft,· 1-:a;.'. Chl 0 [1i:tt-, ·it r~c1: v . Tot.al ":.: f:::. L.:noth Wtd. '.ft ~ ... r rh t'l 1 f .. • i'.l~l.a f:-tn Loss {ft) C l r. Loss {ft) 1~ ,. j_ "''' {_ .. :.~ -, 5 _ • .·_I / 1 ~. 96 1 .55 1.1 . 27 . 0€ El_.,.·-r i-"'t. ·,-· :il . Ft: . i,E:1. ft r:c.-. .:-.r-=:i .::q ftl .:...:-e~ .~::; ft f10.-· c fs · Ti:.t .. , J; Ii ft .:... ~. ".'-:l. ft SI H~-·1! _ [-:pth (ft ·..'.CL"'. :.:·f S' C'I-. .<::.;:.>"" ! 1 b/ ~f! ft" I Stce:=im Pov1er (lb/ft s) Cum Volume (acre-ft) Cum ~.:... !acres) L:;:f;: ·)e .1··· (· . .:,- .: . l c ..:: . 15 '. 54 11 . ~ 5 1.•_•.: '. 5:_ l:'..1.1(. ,, ..jl• (•. 4 3 0 .30 '' · 15 ;,-: ~:;.'.~ ar .. , l ~. 11 .> l .f :: • .:. ~ i ! 1 ~ ... - 29 . t 29 . --1 );( . 44 (l . E'4 r. : -: ! . ~ •"·E- .1·· .1: ' ' ..... ,:_ .. .1 . :·iarning: The velocity head has changed b:• mere than V.5 ft ((1 .1 5 m/. this ;nay indicat-: Lhe need for additional cross sections. Warning: The conveyance catio 'upstream conveyance divided by downstream conveyance) is l~ss than 0 .7 or greatec than 1.4 This may i ndi c ate the need for additional c ross sect1011s CROSS SECTION RIVER: Main Stem REACH: !Jnname~ Tc1butar INPUT Description : Stat1or1 Elevation Sta Elev 0 301.91 251 . :3 287 .(17 293.61 305.4 3 314 . 4 3 321 . 35 386.69 51)!. 42 SI 1. 38 527 . 44 568.76 284 . 77 282 . <l l 281 .77 276. 69 276.05 281 .03 284 .42 289. 17 289.61 292 .25 294 . 64 Data Sta 17 . 73 273 . 1 fi 291 . €·9 298.4 300. 06 314 .79 321 .48 468. l 502 .06 512.29 529 . :12 5 7 6 . 08 RS : -l 106 num= Elev 31)(1 . 76 283 .32 282 .09 280.05 276. 2--l 276.3 28 1. 03 289 . 15 289.2 ?90 292 .53 295. 22 62 Sta 129. 93 276.57 292. £1 303. 11 306. 2 318. 99 321. 57 488.88 502. 4 7 512. 52 557. 01 591. 4 7 616.09 296.78 635 .93 297. Manning's n Values num= Sta n Val Sta n Val Sta 0 I 293 .61 . 06 320. 95 Elev 291 . 56 283 . I 2~2 . 12 278.37 276.23 279'. 33 281. 04 289. 18 289.22 290.09 293.91 295 .6 n Val .1 Sta 143.37 281.95 292 .8 3(13 . 23 306.27 319. 4 6 340. 72 490.32 503.58 512 .98 563.59 592 .89 Elev 290.67 282.74 282 .00 278.28 276.22 279. 67 282.03 289.25 289.27 290.1 6 294.32 295.57 Sta 169. 96 285.55 293.02 305.04 313. 66 320.95 342. 36 497 .87 509. 72 525 .8 568.55 610.23 Bank Sta: Left Right Lengths : Left Channel 293 .61 320 .95 4.34 17 .6 Right 12. 62 Coe ff Contr . .l CROSS SECT!Otl OUTPUT Profile ;1 E.G. Elev (ft) V&:i l Head (ft ) \·J . S. El-=v {ft) Cr1t W.S. {ft) E.G. Slope {ft/ft) ) Tr·tal tcfsl T~t=: \·:1dth {ft~ ·:el r~;tal lft/s1 I-lax Chl Lpth I ft Conv . Total (cf s1 Len'1th Wt.d . !ft) Hin Ch El lft) ,,,lFha Frctn Loss (ft• Cl E Loss lftl CROSS SECTiml R1VER: Main Stem r:S3 . 97 l. 4 5 "--52 0 2 .32 0. <) 4901 i2 a.oo 4.55 '. 51 0 . (•3 -45.3 7 . -10 5 . 49 .29 Element Wt. n-Val. Reach Len. (ft) flO\-J .!\rea (sq ft) .i\rea sq ft) Flc· ... _. .cfs1 T~~· i-Jldth ·ft) P.:·g_ ·.:el. ift/si H/dr. Depth {ft) Conv. (cfsi Wetted Per. (ft/ Shear llb/sq ft l Stream Power llb/ft SI Cum \'olume (acre-ft) Cum SF. !acresJ REACH: Unnamed Tcibutar RS : 4088 .37' INPUT Descripti on: Station Elevation Data num= Sta Elev Sta Elev 62 Sta Elev Sta Elev Left OB I). 100 4.34 2 .26 2 .20 2 . 2 4 a. 1:: (I .~~ 0 .28 H 2 8 .23 (I . <l 3 0 . '1 2 o.36 0 . 15 Sta Elev 288.53 282 . 51 281 . 98 276.98 275.49 280.75 282. 12 289 .2 289.53 292 . 01 294 .62 296.57 Expan. . 3 Channel 0 . 060 17 .60 121 . 26 121.26 1193 .Q? • . 34 9 . i-:4 4. 44 7560.2 30 .36 0 . 21 61 . 10 4 .39 0 . 83 Elev Right OB 0 . l (1(l 12. F'": 22. (•1 2 2. (11 1 .. -, 2?.. (1.-_ . /(. 2-0.9 2'-. 19 l. 17 .2S . 8(• ". 89 Main Stem -Effective Model ;'.-·: Mar.r1:1q' ~ st~· ., J """' · al .1 E.G. El.:·· It V.::l He.::sd rt i·J.::;. t.:1~·.1 r c Crit rJ.S . ~ft E.G. Slot:~ : ft! ft Q Total ·cfsl Top W1dtL fft Vel Total (ft/:s Max Ch! [;pth (ft) Conv. Total (cfs) Length Wtd . {ftl Min Ch El (ft) Alpha Frctn Loss (fti C & E Loss tft) CROSS SECTION RIVER: Main Stem ..:ta REACH : Unnamed Tributar I NPUT Desc:r ipt ion: Station Elevation Sta Elev 0 302 !(•3 294 193 288 297 282 324 276 337 275 3-17 280 388 4 36 485 536 5~0 €3~ 283 285 288 291 294 296 Manning's n Values [•ata Sta l 138 232 312 326 338 349 392 4 45 489 550 589 636 cl r,um= n ·:~ l . I. ( 281.!4 I). 023iE --1 123C:. (1(1 77.48 7 .95 7 . 21 804 4. 4 17 .39 275 .DO l. 31 u .39 0. 04 :·· .:.. € ,- Sta .i Elun~:.r !1.o:ach Len . ,rt Flow .!...rea !sq t .. .r...rea tsq ft) Flow !c:fs~ Top Width ift, Avg . Ve!. lft/s Hydr . Depth (ft· Conv . (cf s;. Wetted Per. (ft) Shear !lb/sq ftl Stream Po•..,er (lb ft sl Cum Volume (acre-f~I Cum SP. (aci·es) RS : 4070 . 75• num= Elev 302 291 286 282 277 276 261 283 286 289 292 294 29' num= 65 Sta 19 147 268 312 327 34 3 368 399 4 51 505 551 594 647 Elev 301 291 784 281 277 279 281 284 286 289 292 295 297 Sta 153 291 J]j 32S 345 374 4U< 4 66 513 553 611 f5'• Sta n 'Jal Sta n Val Sta 345 n \'al .1 .l 313 . 06 Bank Sta: Left 313 Lengths : Left Channel 4 . 34 17. 6 Right 12. o~ CPfJSS SECTI·:tl O!_ITPUT Profile Ul E.G. Ele·! tft) '.'el Head lftl w. s . Ele·· 'rt: Lr1t \·l .S . 1ft1 E.G. ~lope (ft ft_ Total ·cfs1 Top ~lldth ( l t, Ve! Total tft/sl Max Chl L·pt:h ft: Conv . Tctal fcfs1 Length Vltd. f ft 1 Min Ch El ! ft l P.lpha frctn Loss (ft I C £. E Loss 1 ft) CROSS SECT I ON RIVER: Main Stem REACH: Unnamed Tributar 2A3 Of 14 281. 92 28 l 52 /). 02•)94 6 1238 . (II) 61 . 54 7 .61 6 . 92 8554.l 17 .36 275.00 l. 27 0 .39 o.oo RS ' 4053.12 ' Element Wt _ n-Val . P.each Len . ft 1 flow ,;reo '5·1 fr !-.rea 1 sq ft i Flow (cfs Top Width 1ft, .L..vg . Vel . (ft/s Hydr . Depth ·ft Conv . (cfs} Wetted Per. +ftl Shear (lb/sq ft Stream Power !lb ft s) Cum Volume /acre-ft• Cum SA (acres Ele·1 30(1 '."::9(1 283 281 i76 279 282 284 287 290 293 295 298 L~f c ;.. J.i• "1 • .:.-1 2.::. .52 . 9' 1;._-ll (I. 't"• 12.9 12 . ..Ji •). 3(1 .... 24 ."!. 36 (1. 15 si:a 21 181 296 318 330 345 378 -l 19 -170 53" 5-1 618 6€2 Coeff Ccntr . .1 Lett )2 ••.}111_ 4. 3.J I.I. 92 IJ Q2 1.')(t l . 32 ·-'. 92 B -l I . 92 1J . C,3 . 33 t). 36 0 .15 E.-;.-.!. Cllan;,,;:,l 11 .(:l_l 12~·. i9 12&.€-9 11 ~2 . 9(' 3.-•. 0•) 9 . 27 4 .29 7751 . 9 33.92 s. 61 52. uo 4 .34 0 . 81 Ele·J 2% 2BB 283 26(1 276 280 282 285 287 290 293 29E 29E Expan. .3 (:hanne l (_I , (16\) J 7 . 6( i •s (i-J I :;;5. (1..J 1181. 9-l 32. 0(1 e. 1 s 4. 22 i31 IS6 - 35. 39 <.99 43. £7 0. 80 Fl ~ht ".:1E. 1). l(l!J li.. o~ ~4 . c.-. 24. 5:.. 4 3 . (13 35 . 06 l . 75 (1 . 70 279.£ 36 . 47 0 . 99 l. 74 l. 79 .88 Right •)8 0.10(• 1:.02 2(.79 26.79 54 . B4 28 . 54 .05 (1• 94 378.9 28 .85 .21 . 49 .78 o_ a1 Main Stem -Effective Model INPl.'T [•escr q:tion: Station Eleva ion [1ata num= Sta E EV Sta El i 951 Lf ·· 29·; !·1ar.r.ii1;J15 ·,1alue5 nurr.~ Sta n 'Jal Sta n '_ta l .l 322 ? : 1'~, ... 357 CR•)SS SECTION OUTPUT Profile i!l E.G . Elev (ft) Vel Head (ft l \'l .S. Elev (fti Crit i-J .S . (fti E.G. Slope (ft/ft) Q Total (cfs) Top Width {ft I Ve! Total (f t/s) Max Ch! Dpth I ft) Conv. Total (cfs Length Wtd. (ft) l-1 1n Ch El (ft) Alpha Frctn Loss (ft l C & E Loss (ft) CROSS SECTIOH RIVER: Main Stem 282 .67 l . 15 2;j 1 . SJ 281 .31 0.023947" 1238 .00 69 .69 7 .61 6 .53 8000. 1 17 .30 275 00 .28 0 . 34 . 09 n 'i.:d .l 4 . 34 17 . c:. Element Wt. n-Val . ?! :-1-.: 1~. 02 Reach Len . !ft) Flow .n.rea (sq ft 1 .h-.rea (sq f t ) Flm·J (cfsl Top Width (ft) Avg . Ve!. lft/sJ Hydr. Depth (ftl Conv. (cfsl Wetted Per. 1ft:J Shear !lb/sq ft) Stream Power (lb/ft s) Cum Volume racr~-ft) Cum SA (acres) REACH: Unnamed Tr1butar RS o 4035 .5' INPUT Des er ipt ion: Station Elevation Sta Elev 0 302 110 294 204 288 324 281 349 276 369 278 398 281 445 284 4 90 287 514 289 575 292 'H 295 073 297 Data Sta l 147 246 332 352 3.;9 402 4 51 492 525 577 034 665 num= Elev 302 291 286 281 276 279 261 285 287 290 293 295 298 t!a::r:i::.;': .. 1.'alue.: n;;w.,... Sta n \'al .l Sta 332 n 'ial .06 63 Sta 20 155 284 339 360 370 412 .J 62 493 541 585 £37 C89 Sta 3£9 Elev 301 290 284 279 2' 5 279 283 285 288 291) 293 296 298 n '/al .1 Sta 30 162 309 3.JS 361 37(• .J23 .J7(1 495 544 597 C4€ Bant Sla: Left 332 Pight L.-:ngths : Left Channel P.1ght 12 .62 CROSS SECTIOhl OUTPUT Profile ffl E.G. Elev (ft) '!el Head (ft) ~J.S. Ele" (ftJ Crir: i>l.S. ft) E.G. Slope (ft/ft) Q Total (cfs) Top \·l1dth {ft) Ve! Total {ft/s) Max Chl Dpth lft l Conv . Total (cfsi Length i·l td. {ftl Mi n Ch El I ft) Alpha Frctn Loss (f t) C & E Loss !f t) 2B2 .25 0. 86 261.39 2Bu .75 0.016463 1238 .00 80 .32 0 . 41 .39 9648.5 17 .29 275 .00 l. 35 0 . 28 0 . 02 4 . 3 l i -. c Element Wt. n-·/al . Peach Len . l ft l Flow .il.rea {sq ft) Area (sq ft) Flow (cfs Top \·Hdth tftl Avg . Vel. lft/sl Hydr. Depth (ft) Conv. (cfsl Wetted Per. {ftl Shear {l b/sq ftl Stream Power (lb/ft sl Cum Volume lacre-ftl Cum Sil. facres) ~ .. E ev 00 90 82 78 76 60 83 8E ig 91 94 96 .:.1 i? ~:. 1 .1 Left :)5 (l. l(H) .34 .75 . "i 5 .00 4 . 64 l. 19 0. 38 13 .$ ·I. 09 1). Si 0 ~€ (). 36 () 15 st.3 S6 192 323 348 367 392 430 n6 510 564 609 659 Coeff C:-ntr. .! Le(t •)8 (J.1(1(1 4 . o4 J . 1 € 3. 16 3. 11 .39 t.l . 98 0 .36 24 .2 ,3 _ 55 0 .38 0 . 37 0.36 0 .15 El . j Channel (1 . 060 17.lO 134 . 4 5 134 . 4 5 1181. 35 35. 00 8.79 3. 84 7634 .0 38 .73 5 . 19 45. (;(I . 23 u. 79 Elev 2% 288 282 277 277 280 284 28€ 289 291 294 "97 Expa11 . > Channel (l , ()60 1'. ((l 149 . 78 149 . 78 1152.79 31 .00 7 .70 4. 05 8984 . 4 39. 7 3 3 . 87 29. 82 q. 17 0. 77 f-nght OB 0 .100 12 .€2 26.57 26. 57 54 . 57 30.05 2 .05 0 .88 352 .6 31. 4 6 . 26 -. 59 .78 0 . 86 Ri.ght oe O. lQO 12.62 40.11 40 .11 82 .11 34. 93 2.05 1.15 639 .9 36.05 .14 _3q .77 . 85 Main Stem -Effective Model CR·:::s SECT !1JN f( I'.'EP: ~-1a1n Stem PE.:..r..:H: Hniiamed Tr it.c.t3r Fl s : ~ 1'.• l -. ~ 7 . INP!.11 [1esc~1!~:_1on : ~ta:~:.:, Ele«'atio1, t.:.~_:. 11: I I : :~· 1_1 f·1ar.n1 ng ' s n Values num= .Sta n ··/al .Sr:a n Val .1 ~-11 . •)t: =..::c. S75 Sta 361 £ v n "Jal .l Ban~: Sta: Left 341 R:..ght 3 -1 Lengths: Left Channel Right 12 . 62 CROSS SECTION OUTPUT Profile ffl E.G. Elev ((tJ Vel Head (ft) 1.-J.S . Elev (ft) Cr-1t W.S . (ft) E.G. Slope 1ft/ft Q Total (cfs) Top ~lid th t ft I Vel Total {ft s) Max Ch! Dpth (fti Conv. Total (cfsi Length Wtd. (ft I Min Ch El (ft1 Alpha F"rctn Loss (ft) CE.. E Loss (ft1 CROSS SECTION RIVER: Main Stem 281 . 95 0 . 81) 281. 15 280.34 0 .015836 1238.00 87. 51 6. 31 6. 15 9837 .9 17 .24 275.00 1 .29 <). 21 (I. 07 4.34 17 .6 Element \"lt. n-Val. Reach Len . {ft) F"low Area (sq ft) Area (sq ft) F"low (cfs) Top Width (ft) Avg. Vel . lft/sl Hydr . Depth (ft) Conv. (cfsl \'Jetted Per. {ft) Shear (lb/sq ft) Stream Power (lb/ ft sl Cum Volume (acre-ft) Cum SP.. (acres) PEP.CH: Pnnamed Tributar RS ' 4000. 25' !NPIJT Description: Station Elevation Data Sta Elev Sta 116 215 332 'l5C! 3B5 393 41{; «I r, 1 302 1 f.lannin·-;!''S n Valu.=:s num"" Elev 302 291 287 281 277 270 279 280 t•o 285 290 292 295 q- OUffi"" Sta n '/al Sta n ".Jal .I ~ r I . Ot. 69 Sta 21 164 260 350 369 391 391 -124 -b:-J 501 550 fl)l ..., 12 Sta 393 Elev 301 290 285 281 276 276 280 2& I ~,'.'_) 286 ?9(1 293 295 n '."al .1 Sta 31 171 :;1)1) 351 371 393 39S 42£ s 15 555 611 6f3 -; 1 ~ Can~: Sta: L-:ft 351 Lengths: Left Channel P1;1ht 12 . 62 CR•::iss SECTION t)IJTPL1T Profile ffl E.G. Elev (ftl Vel Head (ft I 1:J .S. Elev (ft) Cr1t W.S . (ft) E .G. Slope (ft/ft) Q Total (cfs) Top \·l1dth I ft I Ve! Total I ft/sl Max Chi Dpth lftl 281. 66 0 .55 281 .11 279.72 0.009920 1238.00 93 33 5. 19 6.11 -I. 34 17 . :- Element ~-lt. n-·val . Reach Len . ft l F'l ow J:.rea (sq tt1 .i:"\rea lsq ft; Flow (cfsl Top ~·Jidth (ft_) Avg. Vel . 1 ft/s) Hydr. Depth (ft' Coeff Contr .1 Elev 3(10 29(1 283 280 276 ?.77 279 2''1 291 Left OB (1 .100 4. 34 . 97 l. 91 l.1)4 13. (t•) 0.53 n . 15 >:.£ 13 . l ~ (I . l 5 o. t)B (I, 3( ~I, 15 Sta 91 2.:13 326 351 )74 393 415 ~ 'c Cceff Con-:r . .l Left ·=·B O .J(11j . 3 I .39 2 .39 ll . 90 11 .22 I). 38 0 . 14 cl .. ~- Expan. .3 Channel 0 . 060 17.60 159.55 159.55 I !74 . 23 40. 00 7 .36 3. 99 9331 . I 43. 97 . 59 26. 40 .II . 76 Elev 296 288 282 281 27 5 27B 279 282 ~34 2;.;.:8 291 294 Expan. ' Channel 0 .060 17. 60 181. 1 5 181. 15 1127.60 42 .00 6. 22 .31 Pight OB u .100 12 . 62 34 . 61 34 . c:I £2. 7-1 34 . 51 .81 l . 00 498.6 36.25 0 . 94 I . 71 l. 7 5 0. ~4 Pight OB 0 . JOO 12 . 62 55.21 55. 21 109. so 34 .11 . 98 -62 Main Stem -Effective Model Cor.v. Total :::fs Length i·;td. ft) !Jin Ch El f~ · . =·.lpha ~rctn Lo.:::; C & E Lo.::.':' F-.I''ER : Mair. 5:~1:i 124:C:. I c .3 .I RE~CH: 1_1nnene:! Tr1l u:nr Ilff'.1T [·e.~cr ii:r:. i::::;n: 434 ..j 6l) 51)1 5~ 1 614 67 3 7~5 ~-1 I 2i5 29fJ 293 298 Manning's n Values Sta n Val I) .1 C.76 '29 281 283 28C.· 291 293 296 298 num= Sta n Val 36() .06 C:onv. {c fs1 ~·1etti:d Per. ~ft ; Shear { lb/s::i f t) Stream Po.-:er (lb/ft ':'...lrr; ··otume •acre-ft- •::um s.r:.. !acres 1£.9 438 479 Sta 405 ~12'.' 3(11 :9(! '.2t-5 281 284 288 291 294 296 n Val . 1 St3. :..:. 449 4B2 532 5;2 0•1C 699 E e·: '9 ~3 :'ci 282 284 2d8 292 294 297 9. 1 a. c (, (1 0 .f . (•. 3 (•.l St Bani: Sta : Left 36(1 Right 405 Lengths: Left Channel 4 .34 17 .61 Right 12 .62 Coeff Contr. .1 CR(iSS SECTION Ol_ITPTJT Profile Hl E.G. Elev !ftl Ve! Head (ft) W.S. Elev l(tl Crit W.S . lftl E.G. Slope (ft/ftl -Total (cfsl Top 1'1dth lftl Vel Total fft/s) Max Ch! Dpth ! ftl Con\·. Total (cfsJ Length Wtd. (ft' Min Ch El lftl Alpha F'rctn Loss (ft) C £. E Loss (ft) 281. 4 8 0 .50 260 .98 279 .62 0.009450 1238 .QO 85 . 75 4. 94 5.98 12735.2 17 .03 275.00 l. 33 0 .15 0.02 Element Wt. n-Val . Reach Len. ( f tl Flow /l.r ea (sq (t) .Il..rea (sq ft) n ow (cfs) Top Width I ft) Avg . Vel . (ft/SI Hydr . Depth (ft) Conv . lcfsl Wetted Per. (f t). Shear {lb/sq f t) Stream Power (lb; ft s) Cum Volume (acre-ft) Cum s.n. (acres) Warning: Divided t'lmv computed for this cross-secti on . CROSS SECTION RI ER: Hain Stem REP.CH: 1.rnnamed Tr ibutar INPUT Description : Station Ele·.:at1::on [•ata $td ~iev ::itd 31)2 . 65 1 . 1 ° i-... c. Lb9.U l"" ·.l 22,.22 ~.., V4 ..:.~h 351 .7"' 2'7(l .9-l -;:.3 . ..:.2 370 l.80.16' \"',), -,2 416.~2 2-1 .c; ~1-.~~ -119.38 272 .43 -1Zf1.-19 432.59 21&.t.9 ~3~.H 448 .5 25,.+ .!St).39 476 . ..J~ 283 .05 .J79.39 492.:U 28:!.81 '193.9~ 525.35 L3S.<:q s2c._31 544. 28&.-.c 55~.99 59-1 .62 291 .86 598 .65 €0 .... €4 292 .46 €26 .59 ~57 .33 294 .5 €59.15 689.03 295.59 <96.31 738 .12 297.77 739.89 Manning 's n Values Sta n Val Sta 0 .1 370.02 PS: 39E5 num= 8t' E.iev ~t 302.57 '.l~.l 28Ci.5t.. 113 .c. 287 2"7-1 ..... 28'1 .2."i 355 .-1-:< Z80.Jc· 396.C· 277.32 -11~.i 2""S.Bl -121.~- 2-2.5" -135. 280 .29 -..J6(•. 283 .(•5 .46(.1 .91 28'1 499 . -;-: 20€ 5.:40 . 26 2C'9 .71 563 .8' 292 606 .2-' 293 .18 632.83 294 .59 06€-.19 29€ 698 .31 297.9 741 .82 num:: n Val .06 Sta 416 .82 i:..1ev JrJO . 51 .<.~9 .53 ..:'34. 85 :!. 80 . 75 2-5.2 ~73 .06 2 Si . Ot: 278 2C2 2B~.07 2:-=<-1 . 51 2?.7 .85 290 292 . 39 293 .52 295 .01 296.1 297 .98 n Val .I :itc:i 96.11 173. -- 349.44 3€-. 9 -H':: . .; 418 • -L 421 -, ; -1 4('. -15 4 60. 4 tl 83 ."i2 51 l. S · 541. 4 7 575.04 606. 4 3 636.50 685. 4 7 711. 79 t.leV 95 .36 89 . 51 61 . (16 8t). 13 •5 . 12 7f!. 21 -9. Oe 2"""'!?. 8 282 . 16 283 . 12 28-1 . 82 288 2 90 . 7 9 292.4 93 .63 95 . 41 96 .69 Left OB Q. 100 . 34 4. 84 . 84 .65 7 .88 0 . 96 0 .61 47 .8 6 . 94 0 . 32 0 . 31 0.36 0 .15 ~ta 122 .11 173 . 9 35u. 2 4 3G9. 99 41 €. 6 419. (1€ 421 . 71 446. 4 5 471. 96 491 . 68 519. 59 542 .(3 580. 19 606. 87 648.05 685. 98 725.59 Bank S ta: Left R1gh Lengths: Left Channel Right Coe ff Con tr. 113 1. 3 4 . 19 .48 .4!: .•)..J . -; 4 285 289 292 295 297 Expan . .3 Channel 0 . 060 17. 61 186.11 180. 11 1109.55 44. 91 5. 96 4 .14 11413. 0 47.76 2.30 13. 71 3.97 r). 72 i:..lev 293 . l;4 2sq.s 221 . 1.12 2Ct). (•2 ~75 .2 2-0 ,32 2-e.8 27?.69 232 .90 283 ,75 285. 21 2ae. Cr:'.'l 291. 25 292.41 294 295,45 297 . 51 Expan . i ·)99. 4 '.lr.. !:9 . ~1 -.. Right OB 0 . JOO 12.62 59. 85 59.85 123.an 32.90 .07 l. 82 1273.5 34.92 1.01 2.09 1. 72 o. 82 Main Stem -Effective Model. c. .1..•. E!e·; ft ·:.r: ! lie:sd 'ft i ;-.: .S . S.!.e·,; ·ft •; ! i ': w. s . ~ft: 41 €. S.G . 21?i::_;e \ft /ft ~ Tc.i:a: .:.: f.:; To~ "1dt;.f, f •:- ··'=~ Tc::._:.! . ft/::. !!~ .. _i l L'pth f: :er,.. Total :c:.s Lo:r1 Jtl. !ltd. 1 f::. H!.1. • ... J, El ·ft .:..1:.-1·,;;i fl ('I '1 :.Of:..-;' ft • F: L0:::.= f': .. -~· j:·.'..:· .l.:. ·>.11 .l 13. €I,. El~:r~r:: ~·: t . r:-.. .:: l . P;;•,(·i. L•r.. Fie.--.:·.r•<> 'o:; , . .:..r'1;6 sq ft ri...,. ::.L::O --.1. E_ J~ . :«;;:Fr.:, C::.r\·. :·f:::. :\'€tr.-=~: :;..-=r tr SLe-==r li:.1.::~ l~ St r-e:u.!1: f.::;-.·:s:: l i: 't: C;..;.:1 ··c:;..imi: [-=-ft '.:~r-..:.T-. .:: ··1.: :t- _j -. :;.: :.E' •.' .. J: c '. : -.i··· .: .• 2 i ···.!.: .1, Channel (J.(1€1) S(•. 04 :· ~~ -. [ .:- •1 c. ~·> "· 4. ! ::::=. ,. Ei.-l:: .9S l ;. '99 3. ;q r...1-;ht •)B •).l··· l "i 1 :: ~ . ~ .. 1- ~ - 1 € i .:i:. :·J::ir:-.ir,?: The co1,•:eJar1ce rar1:: u~::.ttea:n ...,,,·,=~·.:in.~ .:.1~··1ded bi do~·!r.:5tream r:·or.veyance. is less tha! •:'. or ?reater :h..:;1. l . ..J . Th1:;;; '.rib !ndlC.:ar'= ·L'? n"'!ed fe r add1tior.a1 c.:r o:S.5 seci:1c1i:S. RI'!ER: I-lain Stem RE.t..r.:H: 1_1nnamed Tritut;ir Il~P1•1T [•escriptlon: Station Elevation Sta Elev 04 . 5 lf'.17 223 .26 2i5 . -:14 340. 8 36€. 23 480. 27 520. 9·1 532 .19 549 .82 565 33 615 ' 64 641.48 670.8 702 ' 13 753 .53 302. 79 29l .£8 290. 7 287. 91 295.58 282.42 281. 19 278.51 279.51 282 285.5 286.6 289. 74 291.07 2 92' 77 294 .29 297' 31 Data Sta 2.9( 99' 95 172. l 3 22£.46 332.23 3%. 07 369.5 484 .84 52 3' 21 537' 17 552. 91 5i5.22 619.66 643.22 680.36 723' 71 754.55 num= Elev · 31)2 ' £. 295. 71 290.3:£: 287. 7€, .282 . 03 281. 58 221 '21 278. 58 280 283. 1J9 285.83 287.05 289 94 291 I 7 293. 32 295.83 ::;::97 . 31 Manning 's n Values num= 85 Sta 13 .74 114 '23 174 .97 233.68 338 .05 359 .I 425.75 494' 33 523.51 541. 3:2 553.42 575.28 621 '2 6<9.45 690.75 726.78 756. 37 Elev 3(11 92 29~.8 290. 1 287 .44 282 .0 2" I. 53 273 .73 278 '88 280 .07 284 285 .59 287 .05 290 291 '51 293 .71 296 297 . ..J 9 Sta 2' ·15 ] -19 . 23 17£. €9 236. H 338. 63 361.74 445 .75 504 ' 19 524.$6 543.95 554 ' 51 586 .75 635' 8 656.7 697 ' 43 729 .32 76~. 49 Sta n Val St~ n Val Sta n Val Sta 0 .1 3€9.5 .06 480.27 .1 5;:0_55 Ban~: Sta: Left Right Lengths : Le ft Channel Pight 1. 62 369.5 48(1 .2.., CROSS SECTION OUTPUT Profile ffl E .G Elev l ftl Vel Head l ftl W.S . Elev (ft\ Crit W.S . (ft! E.G. Slope (ft rt1 Total (cfs Top Width (ft 2 Bl. 02 0 . 07 280 .96 276 .29 1.26 1.02 Elemenl VJt . n-Val Reac:h Len (ft} Flow P..rea f sq ft 1 .t.rea (sq ft 1 flow rcfsi Top i·iidtl. l ft .'\':g. Vel . lft Hj:Jr. Depth tti 1...011\/ \(;[~/ Wetted Per . ift) Shear !lb/.<:·1 ft~ Elev 3(tl . 06 292 .09 289.96 287.32 282.52 281.41 273.23 279. 2 280.37 284.58 286 286 291). 79 292 294 296.13 298 n Val .l Sta 3•.37 16(1. 23 214. 48 262.97 339' 7 3 363.65 465' 7 5 520' 55 531' 13 547.fJ3 560.56 588.27 638 ' 16 ton.ss 691:'. 2 751 . 85 77(•. 53 Coeff Ccntr. .1 Left •)8 l. 28 ·.tel Total I ft/s) Max Chl Dpth (ft/ Conv . l'oLal tCt S1 Length 'lltd. 1ft1 Min Ch El (U) P.lrha o. 000802i 123S. 4J(1 156 06 I . 91 7 . 7:) 'I .>SS•J. I 1 . (iS 273 .23 l .h St: ream Power 11" 'r1 s Fr ctn L<JSS ; ft: r: ;. E L·::-ss tt. (.:um '.'olume 51 :e-fr ~·urn s.; 1ocrl:":::: • 14 Elev )1)0 . 44 291. 24 288 .3 286.13 282.47 281.32 273.73 279.42 281 77 285.25 286.36 288 .1 290. 91 292 ' l 294 297.22 298 ' 37 Ex pan. .3 Channel 0. 060 1. 02 565. 4 9 565. -19 11 ~5. 03 1OB .85 2. 10 5 20 ..J l t:i:. 7 . -I 110' 11 l_I . 26 0 .54 3. 4 '.: 0. C2 Right OB o. 1(10 I. 62 €<3 . 2e 8:3.28 52 '97 1". 21 '-'. 6.:l '76 .l >':· ~.). o.j ..i-. 30 (I. I)~ (1. Of .41 .€5 ~·:arnino : The .-:on·:-=.!'/ance rar::io \upslream :·cnve:,:an-::-e ,ji·.·idP.d b:i rfounst:ri::am conveyance) i:: less r:han .tJ.7 or greatet t.hon 1.4. Th1s ma.~· 1nd1"',:ite the neeJ for ad.-!1r10nal cross sec:r:icns . RIVER: Main Stem PE.t.i..CH : Unnamed Tr1butar INPIJT Description: Stalion Elevalion Sta Elev 0 302. 8 3 83 .56 296.81 166 .88 290. 79 223 .13 287.96 Data Sta 3.53 99. 22 172 .18 226.5 PS' 3914 num= Elev 02 ' 61 95. 62 90.38 87.81 Sta 14 . 58 113.' 17 5. 21 2 34. 07 Elev 3Ul.9! 294 .9 29•). 14 287.47 Sta 2d. 62 147.71 177.05 236.96 Elev 301.03 292.27 290 287. 34 Sta 38. I - 159. 4.:: 213.93 262.91 Elev 300. 4 3 291.36 288.37 286' 19 Main Stem -Effective Model .II £~::. € l cz<. "' -:-s.c . 31 ..::.~--. <j -:~-. €-1 t•lar.nin?'S r. '.':i!L:r::: . €-i . €9 . il 33~_9 ::.c:. 4 54-L3 ·" . I 46 . - .i:: 1) S3 . :- 2C4. 3-5;; . ?:.1.: c:-1 .-1 :.9: -:c. .::;: __ 7( llUM"' - .:1 :94 ..::. .: . 12 :'·4 . ! Z ;,-. I' I ·:. -~ -... -l • ..j; ~ta \'al 5i:.a ·.·611 ran!: s·r.: Left :;-:-,_.. ~ Fl .;;Lt . 1 : : ! . - -.l .1 Blocl:ed ·:ibstrucr icri5 num= l ~- Sta L Sta P Elev St~ L Jta ~ Ele~ St~ L Sta ? Ele·; 2::.19 =~·&.15• :.:--1 .2.;.-21:..1q :;_1·,.1 ~· -1.14., =~·~·.1~ .. .;.:i:.1~· 284 .1:1t. <lC.,10 1,:; .. Cl-:'" 'l')C. JC• lo:\'"'•< ,:,Qj ~r.~.IC. ""<C.·:._1c. '"':::<. 375. 19 435.19 495. 19 555. 19 f.15. 19 378 .I~: 2,:;~.-tJ-:> 430 .19 263.444 <92 .19 2o3 .18 556 .19 2&2.91( 618 .19 262.652 Cross Section Lid num= 395. 19 4 SS. 1 S 515 19 575.19 3~,~ .1~· .::~.3 . c .. 2 4Sf·.I~· ..::...:.3 .356 512.19 :::::.(192 57:i.19 s2& 41 =. l Si 475 . 19 535 .1 9 595 . 19 4li:i .1C.• ?._;3 .53 41€.l~ 283 .26 :JB .19 283 .(•(t 59t .1St 1S2 . Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 257.04 285 736 284.236 620.04 284.152 2::2 .652 CROSS SECTION OUTPUT Profile fll E.G. Elev (ft) Vel Head !ft) W.S. Elev (ft) Crit W.S. (ftl E.G. Slope (ft/ft Q Total (CfS) Top vlldth (ft) Vel Total ( ft/s) Max Chi Dpth (ft) Conv. Total (cfs) Length Wtd {ft) Min Ch El (ft) Alpha frc tn Loss (ft 1 C & E Loss (ft) 281.02 •). 09 280.93 276.56 .0(12(175 123b.OO 132.09 2.25 7.70 27174 .8 L . 11 273.23 l .13 (•. 00 0. 00 Element Vlt . n-Va 1. Reach Len. (ft) flow Area ! sq ft) Area !sq ft) flow ~cfs) Top Width (ft I Avg . Vel . (ft/sl Hydr. Depth (ft) Conv. fcfs) Wetted Per . (ft) Shear lb/sq ft) Stream Po~-.rer llb/ ft s) Cum Volume (acre-ft) Cum SA (acres) ~-iarning: Divided flow computed for this cross-section. Left OB 2.56 36 0. 14 :1 . .;. s . ~J >•1 .1 . :. ; . ~ .;._ Channel 0.060 2 .05 476.16 476.16 1170. 35 90.30 2 . 4 6 s. 27 25669 .9 148.08 0 . 42 1. 02 3. 44 (1 . 61 Right OB 0 . JOO 3. 25 73.27 -3. 27 €7. ES 41. 79 0 . 92 l. 7 5 1484.9 49.19 0 .19 0. IE. l.H 0.05 ~·larning: The conveyance ratio {upst ream con-·eyance divided by do;..mstream conveyanceJ is less than 0 .7 or greater than 1 .-1 . This may indicate the need for additional cross sections. CROSS SECT JON RIVER: Main Stem REACH: Unnamed Tributar INPUT Descriptior1: RS : 3912 Station Elevation Data num= Sra Elev Sta Elev 0 302 .91 -l .68 302 .61 Bl .67 297 .07 97 .78 2q6 .05 1 \:v . 3 222.89 2'6. t"tl d9 .~-I 37,.51 -129 . 3-1 524 . 22 S3E.99 SS 1. 2ti 57.J . .j I) 594 . 39 638.78 £65. 75 7·l0. ~4 732 .9 768. 15 2;.0 . 9£ 288 .07 285.7 282 . €-1 2i-l. 21 .;. -8 . 62 "-?. 3< 262 . 16 2<5 .~8 2216 . 78 228 .25 290 . 77 292 .•• 29ll 296. I 298 Manning's n Values 112.20 220 .57 3~ 9 . 19 359. -I:' .:1217i. 5-1 $0.:::. -10 s..i::i. 1 553. 11 5; 5. 3 596 . .:>5 64 5. 9·1 67.} -52 7Q&_fJ2 750 .39 774 . 65 Sta n Val Sta 0 .I 372 .51 L9(i . <i 9 2B7 .91 283 . 13 Lfil . C-; 27•.74 27:: .. ( 5 . 279 .51 2?3.5( 285 .5 286 . i:-2 2138 . -l 2 291.1~ 292 . - 294 . 42 296 .95 298 . 4 3 num= n Val . 04 B7 Sta El e•· Sta 16.2.:: 11•1.~9 ]n.9c 112 .~6 295.1 1 144 .61 1';5 , 23<. 84 33€. 1;! 3£.0 . 7 14.:i_: . .J "21. ~,, 5-l 5. 12 558 .2 577 . 72 ~·l ~. 3'"' O-l'. 11 -525 . .:cg c 11. 41 '~€. 26 Sta 482 .64 2t-:'"'. 54 ..::. "2. ':) "- 2"." 1. .::1 L1 J . 2-l 281) 2>? 1. 9-1 236 2H:. 97 289 .- " 91 . 21 29<. 4; 294 . 67 297.26 n '/al .I 23B 336 .C.9 3(;3 . 7CI 468 .5~ 521. .j -' 531 . 7 5-15 . 3 .. 560 . 1"5 590 .23 623 . 7 3 0-18 . -11 699. 3-l !27 . Of.. 759 .;; 3 Sta 524.22 Elev _,1)(1 , 9€ ~92 .63 .:. ;,_,. 1; 281 . -l ..::.B2 . 11 :'.131. -l C:· --: .: • -; :j 2'"1 2ci4 ~86. 12 "I . 29 93. 94 95. 79 97.4- n Val .I Sta 39.1$ 157 .9~ .i:i; 3.,-. 9· JC.::. 1\,_ •F2 .. :1 .:22,.:q 53€. 2.; 551 . 2 561'. 7 590. 62 024 . 4.;. 661 . 63 7(10. E,$ 730.9< 166. 1-?: Bank Sta : Left Right Lengths : Left Channel Right I. 62 Coeff Contr. .! 372 .51 482 .. 64 Blocked ObsLructions num= Sta L Sta R Elev Sta L J.2f 1.02 19 Sta P Elev Sta L Sta R Elev Elev 3(1(1. -l l 291 . 6 286.29 '.>=12. 71 -~1. _,5 21,;.. -l 1 ..::. ... , .... __ 3-1 :6;. 19 288 29(1 2~6 Expan. .3 Main Stem -Effective Model I.I.•· . ~ 4 3. 1 .91 l" 65 Cro.=E" eci: ·:..1~ num:..· . 14 .) . 6 l' . "ir. :;:u 1-:i "::::r : ;~:-..:o!'.'d ::~::: rli ..:.:'.):·'.l Le, ...:or.~] .-.~ ·· '.;.~4 .2~l· .:.~ .•:•£! 2·'..}.1:;.: . .:·Si .. el Head ft_ ~·~. 8 . Eli:·· f :. [!_ E.G . .Slop.: ft/ft :,. Tcr al •'~Ls TC!='. i'lidr:h ft 1.:el Total ft_, Ma...: Chl ['ptli fr_ Conv . Tctal .~-f~. Lengtr, :·Jt:cl ft Min en c;1 · r ;: .L.lpha Frctn Loss i ft· cf. E Loss ifr:' :0 1.·:·1 2--: ·~. 5-; •). ,:•."·('~·€:: :z j -. .:" ! ~: ;._: ~ -. ~'.'; -. G6 2.:1 I) (1(1 1.' ·)l '·Jr . n-\'.:i i.. ~'?.:icti Len. t ·. :l?:..i P-.r-:a ~..J' ft: _.:._r'?G. r sq : t. flo·d :cf.5 · Toj: :·;:1dth ·ft· • .'..._-.,.-':!. Vel ft "' Hydr . Depth \ft: '..:onv . \cf sl ~-iet.:ted Per \ft ) .:ih-=ar tlb/sq rr:.1 Str"eam Po•·1er lb/ft Cum 'lclume iocre-ft / Cum SA (ac res) Warning: [iivided flow computed f o r t.hi.:::: cr oss-section. .... .; 1. 2' 0.3€ •). l• '·.on l. ".; l {. J.1'"' 4 '·' 1 ~' ·). 49 3. 42 (• 61 r-1-~h:: : I: •:.1 L . ,·,.; l . l:: 4 .:1 . ~ . 4(t '). (5 Warning: The conveyance ratio (upstream conveyance divided by do\.mstream coriveyancei is less thi'ln 0 .7 or gr"eater than 1 .4 . This may indicate the need for additional cr oss sections. CROSS SECTION RIVER: Main St em RE.fl.CH : unnamed Tr ibutar INPUT Description: Station Elevation Data Sta Elev Sta 302 .95 5.26 80 .73 297.2 97.05 166 291 .04 172.33 222 .77 288 .13 226 .6 276.2 285 .75 328.18 338 .72 282 .72 359.95 373 .51 281 .21 429.46 487 .68 278 .53 501.89 525 .44 279 .31 52£.92 537 .17 281.9 537.61 552 .67 285 .29 553 .4 574 .19 286 .69 574.94 591 .33 288 591 .74 619 .27 289 .69 625.15 649 .Ub 291 .26 651.57 687 .74 293 .47 701 .66 714 .5 294 .B 720.17 757 .17 297 .24 761.59 Manning 's n Values Sta n Val Sta .l 3"1J .51 RS o 3911 num= Elev 302 .62 296 . 17 290 .55 ?.87 . 96 ~BJ .23 281. 7 273 .75 278 .99 279. 64 282 285 .37 286 . 72 288 289 .99 291. 4 294 295 .77 297. 5 num"" n Val .04 90 Sta 17 .09 112 . 14 17 5. 911 235 .23 335.33 3£.l . 23 <149. 46 519 . 59 528 .56 54 4 . 69 559 .42 578. 5 593 . 11 625.49 662 . 87 701 .93 732 .32 "69. 1 Elev 301 . 80 295. 21 290.27 287.57 282.94 281. 64 273.25 279.23 280 283.55 286 286.94 2 8 8. 08 290 292 294. 01 296 298 n Val .1 Sta 32. 13 14 3. 14 l 78 . 13 238 .52 336.05 364 . 47 4 69. 4 6 520.25 531 .89 5H.76 560. 02 578.54 597. 4 8 633. 15 667 .48 702 .72 734 .1 769.53 Sta 525.44 Elev 300. 93 292.81 290 1 287 43 282 B5 281 . 4 8 273.75 279.25 280.74 284 286. 04 266.95 288.37 290. 41 292.26 294 .06 296 (t9 298.04 n Val .l Sta 40.58 157 . l 6 212 .28 2 62 . 7 J 337 .4 366. 54 4 83. 41 523.06 536.32 551.46 560. 4 8 578 .63 599.72 646.85 674 . 4 3 711. 55 749 .9 776.02 Bard-: Sta : Left Right Lengths: Left ChanneJ Right 62 .83 Coef[ Contr. .1 3'3.51 -133 41 CROSS SECTIOl'I \)HTfllT Profile iil E.G. Ele•: ft ·:el Head 1 fi: \ ~·i . S . El~-· If i:) Crt t \·J .S . (f t· E.G. Slope 1 ft ft: Q Total (cfsJ Top Width (ft \Ir,:! Total \ft/Sl Max Chl [ipth ; ft Con'!. Total 1cfs Lengr:h \•Jtd . {ft Min Ch El (ft\ l'.lpha Frctn Lbss (f t) C & E Loss (ft l CROSS SECTI ON RIVER : Main Stem REACH: Unnamed Tributar ;_ i 1 (J l 2,. •). 9-1 1"1. :11:1._137€ 12 3&. 1)(1 151 . 21 1. 91 I 69 €3815 .9 1 Si 76 273.25 l 22 0 . 01 n.oo RS ' 3893 32 .-1 18 .49 Ele-mi::'!nt ";Jt . n-Val . !<<:::tch Len . (ft\ FloH .n.r"ea (sq fr 1 .r..re-a {sq ft) Flm-1 (cf s) Top Width (f tJ .l·.vg . 'lel (ft/s, H~·dr . Depth !f t) Con·; (cf s) Wetted Per. (ft) Shear (lb/sq f t) Stream Po:..1er (lb/ft s) Cum Vol ume (acre-ft) Cum S.n. (acres) Left OE 38 .40 0 .36 0 .14 Elev 3(10 4 291 . 7 3 288 .6 286 .35 282 78 2"1 36 278 35 279 31 281. 72 285.03 286 .06 286.95 288 .52 291 14 292 .71 294.58 296.86 298 52 Expan . 3 Chanr.el '~. (!..j 0 18 -l9 559.LC 559.28 l 19S. 4 5 lfJ7 .~:5 ". 14 5. 19 61 7'7 4 1 (19 . 08 0. 12 0.26 3. 40 61 Hight_ OB --. 23 i::9 . 5~ 29 .52 ?9 .55 49 .3~ (1.44 1. 81 2033.5 49.56 (f . 04 u. 02 .40 0 . 64 Main Stem -Effective Model INH.lT [;es'.:r ipt ior,: Stat1on Ele·.Jati~r. [·~ta St:. Elev 15 .~3 291 .<l'.':. 3:1.?~ 2~C:. ~4 4S·.~::: '.29C:.3~ U·.C:4 2~i·. ·,,; L . -':3. 5-l 295 .-19 :.• 1i:-:.-1 :.:q 1::-t:. !-l3 .-"'1 lC·: i-.:."'."-l i91 .3~ -... ~ -· : 19. '5 .::: i.j.:. - 3:;.: .. .:. : ~-:.::.. 3 3 .:~ ~ . -E c '1"'."1 .C. 515. :, 4 . , .. 2'-1 ::-::< ·l. ;:c, : 'l. 9· --~ .... ~ : i .. 2'. =. •l ~ ·> 1 ~ -::· C2U . i 1 545 21 28E ~S~•.Q9 570. 78 28& 5'::.: C."' 596.05 229 .2~ 60-l . E39.B4 291 95 C-W .:f 680.81 294 .16 10:. 750.46 298 .24 iS:.l Manning 's n Values Sta n .val Sta . 1 404 . f.3 Bani: Sta: Left Right 40-l .63 489.23 r.'Jm= £le . ,_,_,·.J ,•·'..:4 ~ •l 1 ~ -: .::: .. .:: -~ .J . 7:;: . ':. 24 ···.4 2'9.91 292 295 58 290 . 44 num= n Val . 04 Ele-.' '.': -. c.- 13" z-.;, E! l =-~ . Set:' : ?::.. • -:..., 21.: . ..J~ ::9 .. H; .; ~~;.:. j 2'1-!.l< ,c.-.. 1; . 3t:. ""; J 40:.;. 62 :i 93 . ""'." -l :: l. <: 551. 573 .€3 601 . 22 652 11 727 .39 755.83 Sta 489 .23 ,. .IC: 2 :.<j . £.-l >4.•Jc ~: -l 1 = 2 ~ :-.. : 1 .3S ''' I'. '.2B7 . 4 2 ~-& • 13 2:9l) :292 .77 '.296 .. 88 296 .57 Lengths: Left Channel 49 .95 8_7 .39 El Ele 9 . 12 . - .J . 11 -. :.i •.. 1-115. ~l ..... 3 ..J1:•.4? ~~.€ 141 .~~ 9~.c- ·=?.Z~ ""1.:.: i-c .: _91 l'. 3i 29. 1 c cl•:'. f 1 49. IS ; l .:•4 -l 31 . ( 499 .39 c-...., 3 ~ 551 .38 577 .11 616 .35 663.5 727 .85 756 66 Sta 520 . 11 Right 66.87 z 5 .. ". ;r. 1'7 ~ 4 . 1-l ~ 3 . :.1 I;:. 28•• 07 .43 B0 .23 291>. 5 93 44 96 .91 98 . c;: n Val .l :., 1 :: c. ~ 3Jl . '1' . -4 24'".4 .1.; 4 51 .: SlY •:•5 52(.. l 4 $51 4 ~ 590 . 4 3 C:-2€-. 2.C:. £76 . 79 74 6 . 1)1 Sta 550 99 Coeff Contr. .l 73 .31 79 u; 31 .:: 3 87 .. 4 3 88 . 94 291 .2 294 298 n Val .1 Expan . .3 CROSS SECTI0N OUTPUT Prof il-e ill E.G. Elev (ft) Vel Head ( ftl lrl.S . Elev (ftl Cr i t \·J . S . (ft) E.G. Slope (f t/ft) Q Total (cfsl Top Width {fl_) Vel Total (ft/s/ Max Chl Dpth (ftl Conv. Total (cfs) Length Wtd (ft\ Min Ch El (ft) . .l;.lpha Frctn Loss (fli C £. E Loss (ft) 281 . 00 u . 09 2BO 90 276 .43 t). 000424 1238 .00 122 90 .21 7 .59 (.t)l21 . 8 82 .29 273 .31 . 20 0 .06 0 .00 Element Wt . n-Val . Reach Len. (ft ) Flow Area {sq ft) .t1.rea (sq ftl Flow (cf s) Top Widt h {ft) .n.vg . Vel. (ft/s) Hydr. Depth I ft I Conv. (cfs) Wetted Per . (ft) Shear llb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S.I:\ (acres) Left 06 0.1 00 49 95 .60 1.60 (•. 34 . 38 . 21 0 .67 16. 7 .74 .02 .00 0 .36 0. 14 Channel 0 . 040 87 .39 492.20 492 .20 1206.45 84 .60 . 4 5 5 . 132 58589.5. 85.81 0.15 0.37 3 . 18 0.57 Right OB 0. I 00 66 . 87 6£. 08 66.08 31. 21 35.91 o. -l 7 I. 84 1515 .. 7 36. 19 (I (15 0. 02 .29 . 58 Warning : The conveyance ratio (upstream conveyance divided by downs tream conveyance) is less than 0 .7 or greater than 1 :i This may i ndicate the need for addi tional cross sections . CROSS SECTION RIVER: Main Stem PEACH : Unnamed Tributar. RS : 3805 IN l..l'r Description : Station Elevation Data 5L<1 29. 6ti 62.69 I 05.1)..J 136. 92 163 . 1)3 213 . 42 230.62 248 .25 2 59. 54 261.20 262.23 263 .53 203.95 269.2C 272 .53 274.73 275.35 275.94 276.72 279 281 .7 286.61 292 . 15 C:l~·,c 302 .15 299.91 29~ 2% c 94 29J.2 29(•. 3 290 . 13 289. -l9 288 65 2·:.~. ·~ 286 .6 286.33 286.95 287 286.5<1 286.34 286.95 287 . 4 3 287 .81 287 .67 287 .62 287 .54 287 .44 51-<1 2 . 14 38 . Io 7 2. 21 1 !)-•. : ~; 13~. £5 170.59 215 .21 231 . .:lB 254 . (19 26(\. 21 261 .. j..j 262 . 2(. 2£3. C.2 £:C4. C19 271 . 68 272 .85 274 . 79 275.44 276 . 1 277 .23 279.09 £:82 . 4 3 286.84 293 .23 num== i:icv 3(12 ~99 .35 :_ 9f.. 23 2 94 . 82 292 .-7 ~9Ct . 72 290. I 2B9 . 27 288 63 288 .25 206 .53 236 .85 2 8 6 . 92 286 .66 266 .49 286.4 287 .03 267 .57 287 .78 287 . 67 287 .61 287 .53 287 .38 22c1 Std 1 o. cc. <17 . 65 B:J. 12 11:;. 69 1 ::,-. 73 1-; 3 . -l 3 21'. 31 233 . 01 254 . 3 261). i.l 261 . 5-1 203 .03 263. 7 264 . 64 212 . 01 2 7 3 . 55 2 7 5 . 02 275 .65 276 . 1 e 277 .41 279.2 284 . 94 287 .22 299. 2 t:lev 301. 37 29'.-;. 7 297.23 296. •)9 ,94. 82 ~92 .6 290. u; 290. OY 289.27 298.63 288. 11 286.71 28&.87 287 .09 286 . 61 286 .39 286.65 287.2 287 .63 287 .77 287 .66 287 .56 287 .53 287 .06 Sta 16.38 49. 72 92.52 119. 77 15 ~. 5 176.ao 22.2 .86 235 09 257.132 260 52 261 . 97 263.29 263.76 266.06 272. 17 274.07 275. 13 275.74 270.43 277. 56 279.99 285.72 287.54 299.66 l:.lev 31)0. 31 298. 6.:1 296.85 295.77 .,:93 . ~ 3 292.38 290 . .} 1 2 l9. 97 2~38 .85 2Bc3 .62 287. 2-l 286.77 287 287. 07 286 .59 -286.32 286 .77 287 .27 287 .83 287 .76 287 .65 287 .55 287 .52 287 .04 ::>i:Ct 28.Sl 60. 11 } l.'3 124. 24 1 .::,z . 9 I a 1 . 15 229. b?. 245.n5 259.31 260.67 262. 19 263 . 4 3 263 82 268 .72 272 . 32 274 .63 275 .25 275 .86 276 .59 277 .84 280 .&5 286 .35 288 .07 302 .75 Elev 300 298.25 29G. 4 5 295.37 :92.51 232. 12 290. 15 2B9 .6 288.68 288. 62 286. 7 286. 81 286.96 287 .01 286. 57 286 .24 286 .87 287 .37 287 .82 287 .75 287 .63 287 .54 287 .51 286 .87 Main Stem -Effective Model ~ 5 . .39 3~1.;J .(15 :-:c.c 4·)4 c.o --r;. 426 .C6 :-3.J -14•).1. • 7 4€7 .CC: :-2 l 4 :.-4 . 3$ 5(•3 . '"'C 5~2 . ~. (. 1 ' l 59(•. 41 i:.:.:1 .? (1-;. ·:·.:. (·~=. i.j -;:7. 2':- :-;9 . = =-·~. l: ;,, c < . J-l -.:.,3 ' 1 ::· -:2.€3 ·c,r .. ~S. :. 3 -, . S!? ;::. 9--:. -1 E. 9 . E. 4. .4 .l .4c ..... ..-;.1c . (. :91.-12 1.0~ =~1:: . .:il .4 .& 4 . ~ . : .. !.-l lZ. :·~:. 9: ~: ! -• -r:: , • --~ ..:. : .. -l : = :';;. •) J >J .C.: .::t ::: : .; . (:' >"·!. -=;$ -q· -11 5 . c.'.:.. :. ~'!C: . 93 ''·.,- ~ q;... ·.:: :.-1.:·.-1 :e:~·.·:i ,t-l~nn1n9 's ··-:tlt.:es num= ,·,_ s~. l'. '11. -. -·i ·l .. l' .-1! .:..::· Sta '' 'led .Sta r, ·1al Sra n ·/al s::s 1; \'ul .l 'l''t.. .l.J( •l-l•.•.11 l <JS.4 -! Bank Sta: Left Fight Length.:;;: Left Ct1a11nel P.L,:.iht 406.C:; 440.17 15j .~.·1 16t .. -13 13E.l-l CROSS SECT!Otl 01.lTPPT Profile Hl E.G. Elev !fti Vel Head (ft) W.S. Elev (ft} Crit \1'1.S . (ft i E.G. Slope l f t/ftJ Q Total 1cfs) Top Width (ft) Vel Total (ft/s) Max Chl Dpt h I f t) Conv. Total (cfs) Length Wtd. (ft) Min Ch El !ft) Al pha f'rctn Loss (f t) Cf.. E Loss (ft) 280 .93 0. 13 200 .79 277 .92 0 . (1!)182.::C 1238 .no 222 . (11 2 '02 7 . 86 26958 .9 1 76 . 80 272 .93 2. 12 0 .69 .07 Eleme1,t Wt . n-Val . Reach Len. (ft) Fl o"'' ;i.rea 1 sq ft 1 .n.rea ! sq ft; now (cfsl Top \-lid th \ft) lwg . './el. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft ) Shear (lb/sq ft) Stream Power (lb/ ft s i Cum Volume (acre-ft) r..:um SJ'I. (acres) Warning: Divided flow computed for this cross-section Coeff C:ontr . .1 Left 1)B (1 ,)(1(• 151. S•l l •)9 . 93 1U9.93 142. 91) 37 . i · 1. )I) 2. ':JC 3342 .C 37 5t; 0 .33 0 .43 (I 29 12 '.:•" ..... ~: -F· ·-~!. :: l n \'ctl .l Expar,. .3 Channel (1 , 060 188 .43 2lil . 29 214 . 29 77?.7(1 33 .37 3 . -51 0 . i.l 2 1807.t . 6 34 . 09 u .72 2 .59 .47 0 . 4 5 Right 08 0 .089 136. 14 2138 67 28B .67 322 . 40 151 . 47 1 .12 l. 91 7 541. 6 152 .29 0 .22 24 .01 44 Warning: The velocit:J head has changed by mo re than 0 .5 ft (0 .15 m) This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by ·downstream conveyance) is less than 0 .7 or great er than 1 .4 This may i ndicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar INPIJT Description: Station Eleva tion Sta Elev 0 300. 97 41 .85 298 78.l 296 116.83 293.62 170.74 290.31 212.13 288.68 245.16 2e6.36 247.46 285.91 272,92 2B l . 19 252 .06 299 .B-l 31 (J . 94 332 ' &l 347 .81 372 . 79 3&6 . 3-l 416 . 17 480 . 54 539 . 20 54 5 . 64 556 . 27 562 .98 594 .63 600 . 54 615. 95 62 3. 94 62 9. 34 635.28 641. 62 281). 77 27 6. 24 27'2.. l)'S 275. l 27E . 0.J 279. i.l) 282. L)4 258 29(). 4 J 292 294. 17 294. 94 298.06 304 308.25 311 .1 311 . 12 311 . 24 311 .33 311 . 36 31l.4 311.42 Data Sta 7 . 01 49. 58 100.99 136. 65 174. 7 213 .62 245. 21 25€ 92 2-:-3 . 2d 281 . .) 2bB . 1 J 300. 4 4 312. 84 335. 61 J56.64 37 3 . .t 7 388 . 8 428.65 4 98. 7 2 540. 04 549 .14 558 24 56~ 16 595.11 610 . 44 617. 92 625.33 630.48 637. 12 642. 43 RS o 3617 num= El ev 300 . 61 297 .63 294 . 71 292 47 290 .07 268 .67 286 . 3'.' 284 280 .56 27 6 272 .0: 275 .26 216 . 64 281) 2b-l 2 88 ' 19 290 .54 292 .57 294 '59 295 .31 300 305 .23 309 311. l 311. l 7 311.27 311 . 34 311.38 311 . 4 311 . 4 3 173 Sta 15.67 65.33 1•)7. 73 14 4. 56 177. 02 218.31 2 4 5. 32 261 .35 2'4 .57 2.: 5 . 01 j(l1 . 41 3:2' :1 34$.61 35'7 . 69 37 l . 11 389 . 16 ~29.03 509 . 14 541 . 47 552 . 2 5 559 .45 572 .46 595 .72 611.05 618 .36 62 6 . 04 631 . 33 638 . 01 643 .41 Elev 3(10 296. 7 294 . 22 292.03 289 94 (./)/'). 60 286.33 20::' 13 280 Z74 .l5 272. I)~; :ns. 1~ ?.17. 35 281. 61 !:IS-I . 23 289.44 290.68 292.59 2 94. 7 4 296 301 66 306 309 ' 59 311. 11 311. 18 311 . 27 311 . 34 311 . 37 31 1 . 41 31 1 . 43 Sta 29 66 76 4 $ 111 .16 14 5 .: l 23. 25 :!:26' 3!:! 2-t 5. 8 3 266. 91 27E.9S 285. 2;. 289. l.i. 309. 5; 325. - 34 6. :.: 365.lC 380. ""'1 393 .~9 4 51. 9-t 519.El 545.3t 552 .9 559.81 576.02 597.48 613.52 621 . 82 627 .34 633 . 42 638 . 96 64 4. 2 Elev 296.9 £96 09 294 292 ZS9.58 '.:::l:ilJ . ~L 28€.23 282 .:.. 72 . 56 :14 cc,_35 275.93 2-;s '.::: s l . 77 266 z,;9_ H 291). 99 ?93. 4 4 294 .59 297 '91 302 306.23 310 311. 11 311. 21 311 31 311. 36 3 l l. 39 311. 41 311. 4 4 Sta 38 .22 77 .38 111 . 58 145. 84 '£JJ7 . 97 22 j . ':I 24?.99 2"71. Ee 27"''. 95 2 ';. 7 . 65 z 95 . oi;; 31o . .t7 32 c.. '"'.' 4 34 7 . 45 3 60. l 3 3c2 .75 414 . 32 -18(!. t) l 537 .; l 54 5 . 54 55.t . 3 562 .59 587 .06 598 .79 615. 64 622.41 628. 12 634. 31 639. 62 64 4 '79 Elev 298 . 19 296.04 293 .97 291 . 96 288 .59 .t.tlc' 2E'6 281.05 < 0 21 2.35 274 27€ 27:3 . £: 1 28 l . 98 2 8G . 23 :SFJ 2 91 . 92 29~. 16 294 . 4 6 298 302 .78 308 310 75 311. 12 31 1 . 2 4 31 1. 31 311 . 35 311 . 39 311. 42 311 4 3 Main Stem -Effective Model €4 5 .-:- €51. - C:5i:. - €.C?.. i) cc-- 311.43 64E.7C 311.4 p:"', 311 .4 C.51 .&4 31 1.31 6f2 .92 31 1.4 ~ 64-.- 311.lll 653. - 311.39 658. - 311.3~ (,€.-4 . 311.35 6E·?.~5 211.33 u:~. Manning's n '/alues r.um"" Sta n '!al Sta n "/al Sta 0 .l 2?1. .06 31•).4- 311.43 31 1. -1 ; 11. 3'l 311. 3€ ~ 11. 3,: r. \'al .i 59 . 94 :, 11 . 4 ;11. ~ 1 i . ; :; 11. :'.€ 9.: 5.' [ ( . .: Ba~I: Sta: Left Right L5n·~t:.hs : Lei: Char.nel :. :: 1 . €. 31 (1• -17 11 ..:.. ·E ~L 1° f< .i :Jht { .J . ·:•.;} ·~oeff Cori tr. .1 E.G. Elev ~ft · 'v"€-l Head •.ft · t·i .s . El"=·; ft Cr1t \·~.s . 1ft, r..v . Slope 1f1_/ft~ ·:· Tota 1 · ~fs Top :·1idth !ft! Vel Total 1ft/s; Max Chl [·pth (ft; r-0.-". 'T'nt ~ 1 /,...f., Length ~\ltd . 'ft / Min Ch El tft1 ?.lpha frctn Loss !ft} Cl. E Loss (ft) ;, 7 7 ;.-; : . :;:~ ·:·. 1:· l 3:i"i0 1 :;:3-:;. (11) 56 . 3' ; . I~ i . Z-1 1 .-,-; d ~ . .,:. 81. 76 272. 1JS .35 . OB •). 04 El::-men': P;acr. Ler,. fr flON ::...rec 5:j f~ ;._rea sq fr· Flo-...r cf s Toi: \-'lid th fr_ . :..·;1. "'el. ·ft/ .s H:/dr. [·eptf, · f .. l r':'"". ,,..f,,, \·Jetted Pe r . 'ft; Shear (lb/sq f li Stream Power ~lb/ft s· Cum Volume (acre-ft Cum S.P. {acres/ Left ·:•C •:•.l ,, ! 1 .~ . -l: C!_-;':' .:1. l . .:1 1 H::' • .:, 6 . 72 1. 2 1 (I ,(1>;- 0 . 1)-I ;:,p, .. . 3 ·f..' • _,g . ~ r ! :;q . 11· .(-1 7 . ;.: ~ • j1). 42 3.Bl 31). ('-1 .71 IJ . 31 Fi ?:.t ·: E .l•' -:· ... l_.r .. I.'·' ;1:: . .;-i ':' 1 . ;c c .. l .: 21 . 9-1 1 •• C..l 4 . •' (•. 5(1 i1 . 17 Warning: The energy loss was greater than 1 .0 ft 10.3 m). between the current and previous cross section . This may indicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem REACH: Unnamed Tributar INPl_IT [lescr1ption: Station Elevation Sta Elev 0 301.17 28 .83 299.73 73 .25 296 .94 104 .85 295 .63 163 .09 292 .52 207 .32 239 .31 297 .66 316 . 4 6 323 . 4 9 328. 4 335 . 4 8 345.2 372 . 37 380. 8 391 .65 397 . 77 <14 0. 8 481. 55 557 .55 592 .23 597 . 4 6 603 .06 61j8. 5 E-14 . 96 290 .88 289. 12 286 282 .52 276.64 274 271. 67 274 .17 275.84 278 . 18 283.2 286 291. 21 293 .03 295 .32 295.19 2 99. 4 6 304 308 .33 311 .17 Data Sta 3 . 16 4 6 . 34 75. 9 106. 81 164 .57 221 . 43 2 60 . 98 306 . 24 317 324.26 330 . 44 336.8 34 6. 41 372 . 92 383 . 91 392 .97 407 . 63 4 56 . 22 499 .18 565. -1 592. 82 598 .11 604 .86 609 . 51 645 . -1-1 RS: 3531 num= Elev 301 . 02 298.74 296.77 295.53 292.44 290. 06 288.26 285.05 282 276 273.36 271 . 94 274 .08 276 279. 04 284 288 291.88 293. 64 295.52 295.67 300 305.48 309. 34 311 . 2 133 Sta 19. 87 50. 12 7€.73 118 . 46 165. 42 232 .85 265. 01 314 . 74 317.91 324 .9 333.77 337.08 348.54 373.84 385. 64 394 . 21 414 .17 459. 17 525.65 573.65 593 . l 598. 63 605.54 618 . 19 650.59 Elev Sta 300 . 2 22. 55 298.49 57.24 296.74 82.52 294.89 135.19 292 .4 190.88 289.42 236. l6 288 266.l2 284.17 314.87 281.23 3l9.37 275.48 325.98 272.32 334.85 272 338.14 274 .15 367.98 276.27 380.12 280 388.01 28-l .77 395.-1 3 289.26 418.33 292 469.-11 294 .42 530 .95.29 . 588.33 296 593.66 300.43 600.57 306 606. 03 309.75 619.74 311.39 652.28 Elev 300.06 298 296. 51 294. 14 291.56 289.23 287. 94 284.06 280 274. 61 272 272.32 27 4. 62 278 261 .24 285. 41 290 292.-16 294.53 295.12 236. 4 302 306. 38 309. 64 311.-14 CSt .So .)11.~Y c.~St .vo .)ll.04 obl.u~ -'ll . c,o'-l .i'::t .)11. 67-_(11 312 .3-1 €82 .28 312 .£ '701 .72 313.36 J.!a1ini no 's n ':'alues num= 51a ·:al Sta n Val Sta .l J:s .o~ .06 343.8£ n "v'al .l Sta 23 61 70. 98 94 . 84 138. 06 194 . 13 236 .5 286.33 3 14. 93 321. 8 327 . 11 334.97· 343.86 369.48 380. 62 389. 35 395. 94 4 33 . 1 470.33 547. 19 592. 06 595. 53 602 . 38 6oe .13 641. 01 655. 7-1 Ban•: Sta : Left Fight 32r:.?s 1-13 .!?6 Lengths: Left Channel Piqht 83.l~ 142.36 lfC .24 Coefi Contr. .l CF0SS SECTIC:ll OIJ'.f'PllT Profile n E .G. Elev tft1 "Jel Head 1 ft'l i:J.S . Elev f ft1 Crit \·J.S . !ft) E.G. Slope (fl/rtl Q Total (cfsl Top H1 dth (ft) '!el Total (ft /s\ Max Chl Dpth lft) Conv. Total (cfsl Length Wtd. (ft) Min Ch El !ft) .~lpha 279 . OS 0 . 75 278 .30 277 . 17 o. 013118 1238 .00 59.78 5 .58 6 .63 10808.9 146 . 00 271. 67 .56 Element \-It. n-'.'a l. Peach Len. t ftl flow .n.rea \:sq fl J .=-.rea (sq ft) Flow (cfsl Top \·Jidth i ft) Avg . Vel . (ft/s) Hydr . Depth lft) Conv. (c fs J Wetted Per . (ft) Shear i lb/sq ft ! Stream Power (lb/ft s) Left 06 0 . 100 83 .19 8 .37 8 .37 18 .10 . 54 2 . 16 . 84 l 58. l 5. 85 I. 17 2. 54 Elev 300 297 .08 290 .05 294 291.46 289 .21 2ti6 . 56 284 278 274 . 32 271. 94 274. 11 274 . 76 278 .13 282 285.53 290. 8 6 292.5 294 .99 295 . 06 298 303 . 4 6 308 310 . 95 311. 56 E.<pan. .3 Channel 0 . 060 l42.36 93.86 93.86 780. 67 17.88 8.32 5. 25 68 l 5 . 9 18.69 4 . 11 34 .20 Right OB 0. 100 166. 2 4 119 . 76 119. 78 <39. 23 37 .36 3. 67 3. 21 3834.9 37 .87 2 .59 9 .50 Main Stem -Effective Model Frett. Lc.::s 1 it~ i: ::. E Loss ft· .. l < Curr. ·:clume (:;c-re-ft1 Cum ~.=-. .acres, \·)an:in?: The i;elo:·i..t:_.; r,eao hos ::han:;ted tJ mor-: tha;, :•.: f:-:. ·.1~~ :11 • This may :r,d1ca;:::; tr.e ~1-:=ec fer additic-nal .;ros.= sections. ~·1,:,.::1,in;i : The \.·~nve"jc..:·1c-; roti.c 1Jpstream c:on ·:::.;~n:::.:; divided b/ dOh!·.streom cor:.:-::: <::i.-:e i.:. ~~:':.:-r:.~.::.J1 l·.: or ;lre::"::r thar, l . •1 . Tt-.i.s ma; i r.c!i::.J.te the need for ::i:icL.t1onal ··:-•~.s.:: sec:'_10r..~. PI ··~:-: ;.J;;in Stem P::;,c;P.: •:·,n.:.med Tr~b;.;;::e;1 _·:;E -• .:. ! . l ~:r,: :;·.<.t:l':':., E~e ·.:i::1cr~ r~-.a 1.t.:m=- .;1 h Ele·J .:~a El"=·; ~··11:0 .9: }~:.-~ ,, ; . ~: • 1-! 2 ~ .. c 15::. -294 ~ •.1"7 ... (· i c.1 • 7 s :'~2 .·.•i ~B?.E .:iL .. ::".' _oo. ::..i:- 357 . £1 26f 375.€3 283.43 3.;3.1·~ 278 3&8 .69 273.7<:: 39€.51 269.67 41j9 .54 272.43 448 .42 274.76 459 .34 LOL 4f.B .19 287.98 491) .33 292 548.53 294 588 .57 294.47 646.22 295.22 7(14 .49 296.04 713 .62 301.22 ";'23 .11 306 731 .82 31)8 1 ... ~ 1 ~ ,; . -: 4 21·:·. €.9 _c.,:. 5- j} -I .~.:. 3t.-!. ,( 3~-. 42 3~ 3. 9t- 391,). (•, 396.CS .J 35. 41 4 50. 34 •160 . 4< 4'(1. 11 490. 12 568. 1)7 595. 28 651 . 74 1(15. 99 715. 03 -23 .6 7-l 2 .57 :: ~I " .:.. ::.,s . :..1 : ~13 ~ .:.. 91. c:. ...:t.9. 5, .!'. .,.,. • :.. 277 .49 273.55 269. 9r.:. 273 .3 276 2B2 .72 289. 41 292 . 6 294 . 16 294.5[ 296 297 .08 302 3u6.28 309. I Manning 's n Values num: ··4 10:•5 .CZ 2.~1~. -o 1; 3. 33 .:.. ~.:...(;I ~z~.:,s >·1 ~1 2:C·3 .'..:'.9 )'-:.SE JL4 . 51:1 .:..0 I . f 373. IC :z;4 377 .04 261 .€9 386.2-l 276 391.14 272 .88 400.09 2-;(•.58 -146.86 213.7 ~51.35 27L67 462 .33 284 473.57 2:39.82 504 .84 293 .29 568 .34 294 .16 610.7 294 .86 659.2:: 296 .14 707 . 84 298 716.51 302.8 725.67 307 .33 745 .05 309.36 Sta n Val Sta n Val Sta n Val .1 .l 389.34 .06 446.86 Sr~ ~ l ~·· 24 . ?'··· - l '". ~~ :3(. 1- : 3 6. 9~ j<J c·. 5~ 373 .9 380. 307.BE 392. SS 407.B.J 447. 19 4SL 35 4 €3 . 1-l 474 .89 515 .14 569. 1 c: 620.53 671. 02 708. 68 718.96 125. 97 .:. s-~. \.. LOc. L '.:I 283 99 273 . 35 280 ~84 .55 290 293 .65 29,1. l B 295.12 296. 5 298 .48 304 307 .36 ····.(.·_ .... ; ' 1-,;. i _ S--l . 3S :i.1~ .. 3 -: Si: '...-1·). ·).., '.2~(t.:: z::~.1s 20~.·1 ..: :'..:.. ~l ::.:oc ..... (. 27~.17 263 .86 :::~2 .'.::~1 !:1 6 .39 .:? 7i ~i . 3.J 2-; ..J :191J .1)5 271.18 IJCIS . .,-l 272.:J 44•.26 ?7-1 45i;;.-lS 2&1.41 4(;5 .29 27;6 ;!P"7.3 290.27 5ZB .4 293 .BS S77 .4B 294 .29 E34 . 42 ;:95 , 61 683.35 296.26 111 . 36 3(11) 72Z .17 3(15 .54 73().5 307 .84 Ban~ Sta: Left Right Lengths: Left Channel Right 3'9.34 446.86 141.04 179.76 70 .48 Coe ff Cont:.r. .l Expan . .3 CP1)SS SECTION OIJTPl_lT Profile Hl E.G . Elev \(t) Ve! Head (ftl N.S . Elev (ft) Cr1t \-J .S . (ftl E.G. Slope (ft/ftl Q Total (cfs ) Top ~-Jidth (ft) I/el Total ( ft/s) Max Chi Dpth ift) Conv. Total (cfsl Length Wtd. (ft:.) Min Ch El (ftt Alpha rrctn Loss {ftl Cl E Loss !ft) 278. 17 . 23 277.94 274.91 0 .002585 1238.00 69.99 3.64 8.07 24349.l 155.77 269 .87 .09 0. 79 u . 06 Element Wt. n-Val . Reach Len . (ft) flow .l\rea (sq ftl . .D..rea (sq ftl flow lcf sl Top Width I ft I Avg . Vel. {ft/s) Hydr. Depth I ft I Conv. (cfs) Wetted Per. (ft) Shear \lb/sq ft) Stream Power (lb;ft s/ Cum Volume (acre-f ; Cum s.r... (acres) Left OB 0 .10() 1111. 04 12 . 01 12 . (J 1 12 .71 6 .07 .06 . 98 250.0 7 .24 I). 27 0 .23 (1 . 0-l 0 . f12 Channel 0 . 060 179 .76 314 . 62 314 . o"- 1211). 39 57 .5.2 3 .85 5. 4 7 2381)6. l 58 . 91 (). 86 3 . 32 o. a i 0 . 14 Pi~ht JB 0 .100 71). -18 13 .52 13 . 52 14 . 90 o .40 l .}(! 2 . 11 293.(1 7. £.B 0. 28 v. 31 0. 12 0 . (1..j 1ilarn1ng: The velocity neaci has chanqeo o·>' mor e tnan L· . .:i It 1•J . l.'.:i m1 . llHS ma; lln.11 ... ·dto:-Ll•t 11~-.::...i f...,1 additional cross sections . Warning: The conveyance tat io (ups r_ ream com·eya.nce d1\'1ded l.Jj owns t re:itm con•·e·;an·-~ is less .. han (1 .: or ?reater •_han 1 ..J . Tl11s maj indicate the need for add1ti.:inal ::rc-s5 secticr..s . Fl'JER: Ma1n Stem RE.ii.DI: Unnamed Tr1butar INF-IJT (1es ...... r1pt1on : Station Elevation Sta Elev 301 . 34 70.36 298 .23 117 .3 296.42 1-lS.65 295 .l 194. 07 294 248.65 292 .4 322 . 67 290 370 .21 288.03 388 . 74 287 08 408 .28 284 Data Sta 2L2 74 .73 123 . 6-l 167 .71 l 9e . 54 27 3. 65 324 371. 28 400. 77 40e .9 RS : 320R num= Elev 300 .03 298 .09 296 .29 294 .78 293 .91 291 . 72 289 .95 288 286 283 .36 14(1 SL a 26 . -;6 76 . 61 127 .33 173 .65 212 .61 278 .69 331 . 88 374 . 42 403 .37 410 .28 Ele·., 300 298 296. (19 294 . 58 293.53 291 . 57 289. 59 287. 92 265 . 64 282 Sta 27.36 91 129. 86 193 .16 217 .83 311. 33 34 5 . 19 380 407 . 01 412 . 15 Elev 299.98 297.37 296 294. 01 293.4 90.37 88 .91 87 .74 85 .22 80 . 07 Sta Elev 4S .64 299 .33 98 .64. 296 .98 141.92 295 .43 193 .99 294 223 .65 293 . .24 321.52 290 .04 351 .95 288.6 384 .98 287 .46 407 .73 284.53 41 2 .22 280 Main Stem -Effective Model !. c:. ~-I .j -. (. ~ ~= l. - c. •• r • .:, ~~ {:: . ~;.: .J .! :1 . :; : '!I :-i_ ... -41 ~~ .<'' 4Z 2--·, ! . .o.. 2-1 .lC: 43 :~;.1 5 ~-1 2~z ~q :-~.Cl ~i -~~ --~ J{ ~~ :~·-_3·: ~·:+ .. 1; =~.:i .e.: 4 J ~ -~. l l. <q --,i: (, 2: . "'< '• ·, .o..=-~3 .5-: -;._,!.:! ,;:;;:=.c:-1 1 ::;:2 .~::. ·--:.~·! J.1~1ir1i1::;:' - St:. . ;:I·'":'' --,,1 --.. p =~..j I• ~~~.0: ~~~-~ ~-l .· -ci. ~~-1 .--~:: .. ' I I• <j ~'; • •..: bani: Si:. a: L~r: t :-l -;r.t L-:-ngth.s: ,1'· ,.., CROSS SECTIO!J (.1_1TP1JT Profile i!l E.G. Elev •ft \fel Head ft, W. :3 . Elev 1 ft Crit VJ.S . ftJ E.G. Slope lft/ft Q Total !cfsi Top ~'hdth lftJ Ve! Total I ft/s Ma;.:: Chl (1pth I ft Conv. Total icfs • Length Wtd. 'ftl Min Ch El (ft) Jl.lpha F'rctn Loss '.ft; C & E Loss ·ft l ;:T7. 32 •). '9 27i::-. 53 275.41 (J . (•1-l(t(IJ 12311. r)(r 61 . 61 5.45 7.93 104 61. 9 268.fl) l. 72 Sl_IMMP·.R'i' OF MJ>J>JIHNG' S N V/l.LIJES River:Ma1n Stem Reach !Jnnamed Tr1butar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar 1_1nnamed Tributar Unn'amed Tr1butar Unnamed Tr1buta.1.- llnnamed Tr ihutai Unnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tr1butat llnnamed Tr1hutar Unnamed Tr1butar 1j1.r1am~t.i T.t .1._1,.UldL Unnamed Tr1butat IJnnamed Tr1J-·ur3r IJnnamed Tr1butc.1r nnname:i Trihu'_ar JJnr.am~d Tr1but.:.r T_lnnamed Tr ibut :n_ l.Jni1amed Tr ibutar Unnamed Tr1bu1.ar Unnamed Tr1butar Unnamed Tr ibutar Unnamed TClbutar llnnamed Tr ibular Unnamed Tr1butar Unnamed Tributar Unnamed Tributa.t Unnamed Tributar Unnamed Tributar Unnamed Tributar l.lnnamed Tr ibular Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar River Sta . 55(3 54 35 528 6 51€5 5114 5024 4906 4618 4716 454" 445£ HO! 42139 420-, 4190.16' 4113.33' 4156. 5' Let l ,_-~,anne 1 1·· "1':"(1-;_<lll Element ::it . r.-Val. Ki ;-1ht_ Reach Len. (ft l flow P..rea {sq ft l .:..rea (sq ft) flow (cf s) Top VHdth (ft} ~.vg . Vel. (ft/s) Hydr. Depth (ft; Conv. (cf s) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP. (acres) nl Culvert .! .I .] .! .1 .] .1 .l .] .! .I .] .1 .I .I .I .l .J .] .J .] .J .I .I .] .] ,] .I .I .I .J .I .1 .] .J .] .I .! .1 .1 .1 n2 .06 .06 .06 .06 ."06 . fJ6 .06 .06 .06 .06 .06 . 06 .06 .0( .06 .06 _,:.i:; .OE . 06 . (•( .l)f .Ot. . 0€ . (1(; • (!;5 .06 . oc .06 . (!6 .06 .06 .06 .OE .06 .06 .06 .06 .06 06 .06 .06 n3 .I .! .1 .1 .! .I .J .! .l .I .l .I .I .I .I .I .I .1 .l .J .I .I .I .1 .I .1 .] .l .l .] .l .J .J .] .I .I .J .1 .J .] Left 08 t).lt)(I 13.27 13.27 35 . 17 5.43 .65 2 ' q 4 297. 2 7 . 17 !. 62 4.28 n4 Channel 76 . ;4 -c. B<I 691. l 7 12 . 43 8 .99 0 . 18 5840.9 14 .29 . 7(1 <2 .28 nS Right (iO 1:•.l·-•·:· 13£. 9J 136. 93 51 l. 66 4 3 . 1 5 ~. ""'4 3 . 13 4 323 . .;: 44. 21) 2. 71 10. 12 Main Stem -Effective Model 1.1nr.d:rr . .:d Tr bu·.a: i_l;cr.eim::d Tr t:uta!" T.1r.tidmE:-d Tr buta~ 1.1:1r • .:irr . .::d Tr t1..!tc:1::: 11nr.~n.:d Tr hut:.:.r il;1r.~m.:d Tr buta: r 1r1:-,6J.med T =-bu t.:i r •.1nnamed T:-but~r 1.rni.omed Tr butar rr1111c.mc':J :-r cute:: 1.'n!1a:n::;d T:-1buta: 1_1nr:eii'".'1".i ~-r i bu ta: 1_1r,n~m·:.:J Tr ib!l: :i: r.::-rnc:1<;;;:i Trit1..!t::: l.lr.r,~~-=,:i Trit.ur.eir r.11111.:..!··.:;.·1 Tr.1butar 1_1nn~mE--! Tr it u•-~:- 1_1r.i,•1r1.:;: i Jr iCu•a!. 1.1r.ni.!01;;--! Tributar llr,r,~:·,;.:d ·rr1bu;.:.! 1.'ri!<ii:-:-,-:i Tr ihute.r 4 --,.. '11:05 .L· ~ · . .: ~- 4•·l-. 4'.".-'. _:. 3S-:.:. .. : _. Sl.1Ml·V: . .f .. : uf' KEALH LEIH.-i l'H:::: JU··er: Main Stem Reach !Jnnomed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tr 1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tri butar Unnamed Tr ibuta r Unnamed Tri butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributat· Unnamed Tributar I.Inna med Tr ibu tar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Uhnamed TributaJ:" Unnamed Tri butar Unnamed Tributar Unnamed Tr ibu tar Unnamed Tributar Unnamed Tributar 'unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tr1butar l.lnnamed Tr1butar l.lr1named Tributar '.lnnamed Tributar Unnamed Tr1butar Tlnnamed Tr1butar '.1nnamed Tributar l.lnnamed Tr1butar Unnamr:;d Tributar llnnamed Tr1butar Unnamed Tributar IJnnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tri butar IJnnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tr 1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tr ibutar River St:a. 827:7 132(11 8144 7995 794 3 7884 7794 7588 7448 7406 7405 7404 7403 7331 7154 7083 6863 6650 6480 6311 6244 6200 6033 5862 5776 5563 5435 5286 5165 5114 5024 4906 4818 4716 4 547 4456 4401 4289 4?07 4190. 16' 4113.33 - 41 SE._. 413 :, . 66' 412~. ~3 . . Jl\lr 41)0>'.-. _jl . 41)-•J. 7 s. 4(15) • 12 I 40''. co 4(1 J 1 • ; • 4i:•oo. 5' 39>::"° 2. 3965 3915 3914 3912 391 l 3893 3005 361' 3531 33es 3208 Left .l .! .l .l .1 .l .l .1 .l .l .l .1 .l .1 .l .1 .l .! .l .! .i C .14 25. 4 5 112 .75 10. 17 79. 51 Culvert 2(14 . 5 86.55 30. 1 20 . 15 147 . 82 65 31 79. 1)2 53 . 26 24 .25 13€. 93 l 0. 7 10. 38 52.9 85. 15 121. f 22 .. 57 2 .58 2 . 33 .12 6 . 25 10 . 96 43 .96 54 .69 125. 39 )7 .78 42 . l' 19. 2 16. 75 19. 3B 9 . 9' 9. q7 4 . 34 4 . 34 34 l . 34 4 . 34 4 . "'1 4.'4 .34 13 .6£ l. 28 2 . .$0 1. 28 38.4 49.95 151 . 91 118 .42 83 . 18 14 l . 04 43. l .•.' --:1 .. E 5·1. 4 14' .1 52. 32 149. (•3 2(1.;:. 4 139. 79 H .96 l. 14 .16 l. l' '/). 31 J 7(. 97 71. 28 22(•. 1 C) 212 . 41 171). '3 166 . .j ,;j 67. 4 4 43 .E j (7. 2 7 l 71. :J C-€. 3 ?12. 91 127.48 149 12 l. 4 51. 14 89 . l i l lB. l BC!. 07 102 .68 168.£7 91. 4- 54. l 3 112. 3E. ;:.. l. -s 16. 81 16 . i--I l 0 . ;;. - lL:.- 16.:..., l;. ' - l .' 1 -. c 1...,. 6 l 7. t. l 7. 1 7. c: 1"'7 .£. 11 . C: 1 :-+:1. 04 l.(l:i . 05 . 02 18 . 49 87 .39 188 .43 86cl9 142 .36 179.76 3208 .44 !light .I .1 .l .I .l .l .l .! .l .l .i .l .! .l .1 .1 .1 74 . (•7 l 2i"t . }6 l (14 . 2Q 25.87 €3 .65 ;'.!). 63 126.83 19. ll 1. OS 1. OS l. 05 911. 12 137 . 88 77 .58 74 .36 l l. 4 4 45 .83 3B .3 76.61 52.89 55 .1)7 l . 57 .89 . 96 . 42 t 4i:i . 75 225. 76 10.71 53 . 4 6 .o .33 6 .66 35. 8·1 17 . ,;9 4 6 . 4 5 65. 4 5 159. 24 13 .36 .<7 . (, 7 .07 L' •.,:: . ·• 7 12 . IL . '.L 12.C~ 12 .c.,._ 12 . (2 lZ . •,;.o2 l '. 'CL IL . C·L 1·10 .2 3 l . 62 . 25 .62 62.83 C6 . i37 l 36. 14 64 . 04 166.24 7(1 . 4 6 50. 61 .I .! .l .i .l . •.' ~ .l .l Main Stem -Effective Model SUl·ll1.:._p·{ •)F '.:•)!\TRJ...CTI·)tJ .L.N[ E:~\p;.JJ~l(·ll C•JE:rL.:i::.:ilT~ f·1ver : Main Stem P.eac-h '1nnamed Tr ibutar :_;r,r,amed Tritutar 1_11,narr.ed Tributar IJnr1omed :'r!bt:t~: 1_1i1named Tr iCu': a r i;nnamed T: ibutar 1_1r;r;3med 7r !l:ut<:i.r 1.inr • .a-m.::d T: ibutar 11r,r,<:.:".'\a.-! 7r if ... t:tcr i.1111":<1:nerl T::: ii:-ur:.ar '.1nnamed Tr ibuta r r.11.r.c:im-ed T:;. i:-:u tar 1_1nna!Tled T1 it:utar ;_1nnamE:J Tr ibutar 1.rnnamecl Tr1butar rinn.=irno:>rl Trihitt-::ir Unnamed Tributar 1_1nnamed Tributar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Pnnamed Tr ibuta r IJnnamed Tr ibu tar Llnnamed Tr1butar Unnamed Tr1butar Unnamed Tr ibutar fJnnam,ed Tributar Unnamed Tr ibuta r IJnnamed Tr_ibutar Pnnamed Tr ibutar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr ibutar Unnamed Tr.ibutar Unnamed Tri but a r Unnamed Tri bu tar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tr.ibutar Unnamed Tr1butar Unnamed Tributar Pnnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Pnnamed Tr1butar !Jr,r • ..lmed Tr:Lu'...ar Unnamed Tributar Pi ·;er Sta . :.1 -~J ; . .: -II. ~ 1331 115-l l(•~-. 6$(.3 665(1 i~ ?1• 63 l l (~.'.14 f2(H) €03:} 58€2 577{, 55E3 54 35 52B6 5165 ~1 14 5024 4906 481 >l -P 1 £ 4 54 7 4 4 5€· 4401 4289 4207 4 l 9t1 . 16' 4173 .33' H 56 . 5' H39 . 66' 4122.83~ 4106 4088 .37' 4070 .75• 4053. 12• 4035.5' 4017 .87" 401)0. 25" 3982 .62' 3965 3915 3914 3912 3911 3893 3&:05 361 .... 3$31 J3S:::. .i .l .l .l .l .l .l .l .1 .l .I .l .1 .1 .l .1 .1 .1 .I .l .l .1 .1 .1 .l .1 .l .1 .l .1 .l .l .l .l .l .l .l .1 .l .l .l .1 .l .1 .1 .1 .I .l .I .3 .l .l .I .l .I .I .l .l .1 .! .3 4 . 3 . 3 . 3 . 3 .:0 . 3 . 3 . 3 . 3 . 3 . 3 . 3 .3 .3 . 3 .3 .3 . 3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .5 .3 .3 . 3 • 0 . 3 .3 . 3 . 3 Main Stem -Effective Model Unnamed Tributary to White Creek Revised Existing Conditions HEC-RAS Plan: RevExCond River: Main Stem Reach: Unnamed Tributar Profile· 1% __ __:~~~:=-=-;. R~~~~~~t=:"'~f= ···-----~I~t---t_~~iii=:~1~~~:~=- · unnamed Tributar '8278 11% ' 323.00 297.07 301.72 :Y~;;;;,~Trib;i~=:~q~--==~:~-~==-' 32300 296.62 300.71 i~~nam~?_lii!>.".!'11" __ ;81_4~ __ _ · 1 'Yo__ · 323.00 294.83 300.44 ~~':''!.~~!.'!~<:!.~•!__ iZ~9_5 ____ '1% 323.oo 293.65 299.65 'Unnam_ed T!!~~~'-7943 1% 323.00 294.00 299.65 Unnamed Tributar 7794 1% . ----!.Y.!:'~<!med .'.!~t?~---.~I~~-_____ .:_1.!~. ·--·-···- ynnamee!_ Trib_ut~r-.J 7~4-~ ·-_ 1% :~~,:i~med !~~~~r -· 7_'.!_qf)__ 1% Unnamed Tributar Unnamed Tributar . . - , '::!_~named Tnbutar ~~~n_.?~led !.~~u~~···· 7405 J49~- 7403 73}1_ 1% .1% 1% :1% Cutvert 323 00 40000 40000 40000 40000 40000 40000 400.00 482 00 482 00 482 00 482 00 857 00 857 oo, 857 00 857 OO' 857 ()Qi I 857.00 851.00[ 857.00! 857Q(:iJ 857.001 857 00 1162 ()()l 116200, 1162 00 1162.00 116200 1162.00 1162.00 1238 00 1238 00 1238 00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238.00 1238 00 294 00 291.67 292.28 291 98 291 98 291.98 291.98 291.83 291 36 290 77 288.88 289.45 289.95 286 69 287 21 287.11 286.26 285.64 286.71 . 282 61·; 282.87 281.65 280.741 280 27 ; 281.48i 280.83 ,_ 2~0~~. 279.76, ----· J 277.98; 277.31J -277.231 276.34 276.60, 275.49• 275.38 275.27 -·---1 27512 273 23J 273 23 l _27_3.24i 273.25 273.31 I 272.931 212051 _i!16i[ 269 87 i 268 so' 299 62 299.18 298.12 298 33 298.31 298.30 298 31 298 00 296.47 296 17 296.05 295 95 295 26 294 00 293.91 292.99 291 76 291 .15 290.70 290.11 289 23 289.25· 288.97 288.84 288.20 1_87.75, 287.57. 287.08i 285.99' 285.691 285.36 285.12 284.58 _?82,~7' 282.68 281.08 280.88 280.96 28Q.93, 280.92• 280.94 ' -~80.901 280.79 279.29: 278.30 277.941 276.531 ..C:!il W~:-j _E_G. Elev_ i _E,_G Slo~ __ .\fel Chnl J!l) __ (tt ____ ('.\lftL_ _____ (!1!~L 295.71 295 27 295.27 282.29 281.08 276 56 276.57 275 40 301 98 0 012521 4 09 301.09 300.66 299.87 299.72 299 66 299 35 298 56 298 37 298 36 298.36 298 35 298 22 296 83 296 32 296 07 295 99 295 67 294.46 294 10 293.80 292.08 291.30 290 93. 290 271 289.71 i -1 289 30i 289.07 ' 288 99[ 288 6si 287.99 287.751 287.40; 286.511 285.98 285,73_1 28_53~1 28506i 284.04 . 283.361 282.37 1 281 31 281.02 ! 281 021 281.011 281 01. 281.ool 280 .. 9.J_r· 280 16 279.05 278.17 217·3-~t 0 010293 0.004672 0 006084 0 001027 0 000692 0 002935 0.013274 0 000723 0 005345 0 005383 0 000733 0 005457 0 010993 0003991 0 000755 0000450 0009052 0006231 0 003071 0018570 0 008399 0 006644 0 009539 0004428 0 009257 0001343, 0.002719. 0.002740' 0.0095291 0005729 0 003636: 0 006485 0007343: OCJ0'.'96S[ 0 005658 0.002498 0.006889 0 01835al 0.012240, 0 036486 0.007931 0 000808, 00020751 00009631 0.000376. 0 000424 I ooo182Br -0.013270j - -o.oi31i81 -o.~~sr 0014003 5 03 3 75 3 80 2 06 1 73 3 34 5 33 1 82 2 16 2 17 1 83 3 69 4 89 3 52 1 66 1 61 5.40 5 54 3 65 7.95 5 73 4.06 5.17 4.54 5.87 2.64 3.18 4 20~ 6.58 5 151 4 65! 5.64 1 6 241 s:53i 5.-601 4 191 ' 6.15· 8901 6 61 9 16, 5,551 210! 2.461 2 511 2 14 I 2.451 --1-3.61 7 891 8.32 3.85 8 99 Flow Area _J~q.!t) 79 93 68.39 93.05 85 11 157 09 186 84 126 75 76 09 319 59 262 18 261 43 319 08 108 40 109 43 215 63 566 52 382 12 200 16 17516 291 74 16061 261 51 401 09 372 57 408.49 200 07 665 72 446 46 570 71 294 64 408.69, 489 55 369 82 257.13 3~971" 345 14 433 65 288 55 170.90 193 42' 141 25 273 82 648 77 549 43' 549 63 ~ 64aao' 559.881 ---! 612 90 --1922_2] _2220_21 34015-l 227 04 Top Width Fro_ud_~ ~(_:_hi _(~i_::_~ : 37.12 0 48 27 78 36 12 28 40 3059 36 76 48.58 37 60 104 46 10696 106 77 105 91 35.10 63 31 134 50 225.95 18994 96.23 80 43 126.24 85.10 110 15 291.45 324.60 248.37 102.30 250.04 189.59 197.131 197.10 207 ~1 1 216 21 143.12'. 101.85• -I l_E 55! 11_9 !81 147_~6: 100.351 76.97, 68.09 61.97 101 02• 156.06 132.09 1 3~.~5\ 157.21 122_9ol -222:011 --56-:38-i ---·---1 59_2!!.f- 6_9 2_~L 61 61 . 0.52 0 35 0.39 0.16 0 14 0.28 0.55 0.15 0.14 0 15 0 15 0.37 0.53 0 33 0 14 0.12 0.50 0.42 0.30 0 70 0.48 0.41 0.50 0 34 0.49' 0.20. 0.27 0.28· 0.49, 0391 0341 042f 0.46 0371 OA.Oj 028~ 0.451 ~-~!I 0971 o 481 0.161 0.191 0.19 0.17 9 ~8j --0251 ~ -~c:~ 0.29• · ei.s.ii Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 Main Stem Unnamed Tributar 305 Legend EG 1% ws 1% 300 Grit 1% Ground 295 290 g c: 0 285 ~ > Q) w 280 275 270 265 0 1000 2000 3000 4000 5000 6000 Main Channel Distance (ft) g c: 0 ~ > <ll [iJ Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 : I ~--------.1 --l:C:06Hl<,f----.1 310 ( 3001, _.J ~r- P Legend EG 1% WS1% Ground • Bank Sta 290 280 0 100 200 600 700 800 Station (ft) 305 300 295 g 290 c: 0 285 ~ > <ll [iJ 280 275 270 265 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ""-----.1 ----..)~ 6 0 200 400 600 Station (ft) 800 1000 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1--.04 , I f---1---1 300 1 1 Legend ------------------- 295 EG 1% WS1 % 290 Ground g • c Bank Sta .Q 285 ro > QJ w 280 275 270 -.---,~~ 0 200 400 600 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1 -~j·r .1 320 0 Legend 6 ··················-·· EG 1% 310-r WS1% • Ground g 300 ,--1 • c Bank Sta Q ro > QJ 290 w 280 270 0 100 200 300 400 500 600 700 Station (ft) g c 0 -~ > QJ w g c 0 ~ > QJ w 305 300 295 290 285 280 275 270 320 310 300 290 280 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 >E----.1 --.~ 0 6 0 200 400 .08 ,~.1 600 Station (ft) 800 1000 Legend EG 1% WS1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/1212008 0 6 Legend EG 1% ws 1% Ground • Bank Sta 270-t-~~.--~--,-~~-.-~,.---,--,-~-.---.----,~-,--,-~-,--~ 0 100 200 300 400 500 600 700 800 Station (ft) g c 2 ro > Q) w g c Q -;;; > Q) w Unnamed Trib to White Creek Plan. Main Stem -Rev Exist Conditions 6/12/2008 300 295 290 285 ~ j :::1 270 1-~ 0 200 400 600 Station (ft) Legend EG 1% WS1 % Ground • Bank Sta 800 Unnamed Tnb to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 I+------.1 305 300- :::1 285-j 280 ~ :::l ~-~--~~----------~ 0 200 400 600 800 Station (ft) Legend EG 1% WS1% Crit 1% Ground • Bank Sta 305 300 295 g 290 c 0 ~ > 285 Q) w 280 275 270 305 300 295 g c 290 0 ~ > 285 Q) w 280 275 270 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 0 .1 ______ ,_ .06 200 400 Station (ft) 600 800 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ,.__ ____ .1 -------..;>!<(,-.04 1.f---1 ~ 0 200 400 600 800 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta g c Q (ii > a.> w g c 0 -~ > a.> w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 (-------.1--J-l .1 }j 305 16 6 Legend 300 EG 1% WS1 % 295 Grit 1% Ground 290 • Bank Sta 285 28o j 275 L~- 0 100 200 300 400 500 600 700 Station (ft) Unnamed Tnb to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 l,_ I 305·'' ---.1 ---~i'06 •1* ---.1 Legend 300 EG 1% WS1 % 295-Grit 1% Ground 290 • Bank Sta 285 280 275 -,..----r--.,-----, 0 100 200 300 400 500 600 700 800 Station (ft) g c .Q (ii > a.> w g c .Q (ii > a.> w 305 300 295 290 285 280 275 305 300 295 290 285 280 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 0 100 200 300 400 500 Station (ft) 600 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 -----.1 -----re----.1 ---~1 0 6 Legend EG 1% ws 1% Ground • Bank Sta 275-+-~-~~~-~~~~ ..... ~-~~~~~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ----.1 ---' ·1"" -----.1 ____ ___.., 0 6 Legend 305 ------------------- EG 1% ws 1% 3001 Ground • Bank Sta g 2951 c: Q 290 j ro > Q) w ·i :::1 275 l -,-r -r i-·........-1 ·1--r--, • 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ~ .1-----, .1 305 ~ 0 Legend 6 ············--······· 300 EG 1% ws 1% 295 Ground g • c: Bank Sta 0 290 ~ > Q) w 285 280 275 - 0 100 200 300 400 500 600 700 Station (ft) 305 300 295 g c: 0 290 -~ > Q) w 285 280 275 305 300 295 g c: 0 290 ~ > Q) w 285 280 275 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 0 100 .1 ----~)1 o ""I<~---.1 6 200 300 400 Station (ft) 500 600 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 0 .1 ----)1 6 ~------.1 ------~ 6 100 200 300 400 500 600 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta g C'. 0 ~ > Q) w g C'. 0 ·~ > Q) w 305 300 295 290 285 280 275 Unnamed Trib to White Creek Plan: Main Stem • Rev Exist Conditions 6/12/2008 1 ---7J k . 101 ------.1 ·-------~ 6 400 500 600 700 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem · Rev Exist Conditions 6/1212008 Legend '1Jj f~ .1 0 6 --------------------- EG 1% WS1 % Ground • Bank Sta 0 100 200 300 400 500 600 700 Station (ft) g C'. .2 iii > Q) w g C'. .2 iii > Q) w Unnamed Trib to White Creek Plan: Main Stem • Rev Exist Conditions 6/12/2008 I-1 _J ,.._ ________ .1 ________ _.,. 310~ . -1g 305 300 295 290 285 280 -+-.-,....,--~---~--.,-,-,....,-~--~-.,-,~ 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% WS1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem • Rev Exist Conditions 6/12/2008 r-·1 .1 305 0 6 300 295 290 285 280 275-r--.---,,---,,-,.-,--,--,.-,--,------.----.,-,-,-,.-,--,-,.-, 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% WS 1% Grou nd • Bank Sta g c 0 ii > Q) UJ g c .2 ro > Q) w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 31 5~ 3101.1', 305~ \ 3001 :::1 285 L 280 - 0 ·--.1 ~j . a 6 200 400 600 Station (ft) .1 Legend ··--·-··············· EG 1% WS1% Ground • Bank Sta 800 1000 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 305 }- ---.1----{1----.1 ~1 0 Legend j 6 EG 1% 300 ws 1% Ground 295 • Bank Sta 290 285 L 280 .,-.--~ ., 0 100 200 300 400 500 600 700 Station (ft) g c 0 ii > Q) UJ g c .2 ro > Q) UJ 315 310 305 300 295 290 285 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ~--.1 --~ r-.1-4 0 6 Legend EG 1% ws 1% Ground • Bank Sta 280 +-~~~~~~~~~~~~~~~~~~~~~ 0 200 400 600 800 1000 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1 ,. .1 305 0 Legend 6 ·············-··-- EG 1% 300 WS1% Ground 295 • Bank Sta 290 .................... 285 280 0 100 200 300 400 500 600 700 Station (ft) g c 0 ·~ > Ql w g c 0 ·~ > II> w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 Lf--- 320 I 315- 310 305- 300 295 290 ~ .1 -)1 L .1 - 0 r 6 285j __ ,.----,---,--.---T ~ ,--,....-,.--,-------- 0 1 00 200 300 400 500 600 700 800 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/1212008 . 1---'~· .. -----.1 315 0 Legend 6 EG 1% ws 1% Ground 3001 • Bank Sta ] 295-, 2901 285L . 280 r -.--.---.--,--, 0 200 400 600 800 1000 Station (ft) g c 0 ~ > Ql w g c 0 ~ > II> w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 1 ~. .1 315 0 Legend 6 31 0 EG 1% WS1% 305 Ground • Bank Sta 300 295 290 285+-~-~-~--~--~~-~~--~~-~~ 315 310 305 300 295 290 285 280 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ~-----.1 -------.1--)1 0 200 400 0 6 600 Station (ft) 800 1000 1200 Legend EG 1% ws 1% Ground • Bank Sta g c .Q ro > QJ w g c 0 -~ > QJ w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 320 315 310 305 300 295 ''°] 285 - 0 ------4' r--1 _ _____,. 0 6 ---~~~ -···--~------~------100 200 300 400 500 600 700 Station (ft) Legend ···········--·-···--EG 1% WS1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 ~----··-----.1 -~ 320 Legend 315 EG 1% WS1% Ground • 305 Bank Sta 300 / 295 j 290 ~ 285 l~,~-,,....,.....,.....,-,--,~ 0 100 200 300 400 500 600 700 Station (ft) 320 315 310 g 305 c 0 ~ > 300 QJ w 295 290 285 315 310 g 305 c 0 ~ > 300 QJ w 295 290 285 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1_, +---.,....,--~----.,....,.-~----.,....,-----~·.....,.--,-, 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 0 100 200 300 400 500 Station (ft) 600 700 Legend EG 1% ws 1% Ground • Bank Sta g c 0 ~ > QJ LU g c .2 iii > QJ LU Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 --.1 .1 )I 320 0 6 Legend -------------------- 315 EG 1% ws 1% 310-Ground • Bank Sta 305 300 295 290 0 100 200 300 400 500 600 Station (ft) Unnamed Trib to White Creek Plan: Main Stern -Rev Exist Conditions 6/1212008 lr------.1- 320~ 31 5- 310 - 305 - 300- 295 290 285 0 100 200 300 400 Stati on (ft) 1 ~ Legend ..................... EG 1% ws 1% Ground • Bank Sta 500 600 700 320 315 310 g 305 c 0 ~ > 300 QJ LU 295 290 285 310 g 305 c .2 iii > 300 QJ LU 295 290 285 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 --.1 ___ ,,.....___ __ .1 __ ___,, 0 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stern -Rev Exist Conditions 6/12/2008 0 r'---·1 --)I 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Ground • Bank Sta g c 0 ~ > ~ w g c 0 ~ > ~ w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 320{'- -.1 1-4 0 6 Legend ..................... 315 EG 1% ws 1% 3101 Grit 1% Ground 305 ~ • 1 Bank Sta '°l 295 290 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6112/2008 Legend EG 1% ws 1% Ground • Bank Sta 300 295 290 __,--,--r-~~~~~~~~~~~~~~~~~~~~ 0 100 200 300 400 500 600 700 Station (ft) g c 0 ~ > <1> w g c Q iii > <1> w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 3201( .1 .r-.1 0 6 315 310 305 300 295 290 0 100 200 300 400 500 600 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 320 315 310 305 300 295 290 0 100 200 300 400 500 600 Station (ft) Legend . .................... EG 1% WS1% Ground • Bank Sta ---r-r-i 700 6/12/2008 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 32of .1 )I Legend ----·--·-············ 3151 EG 1% ws 1% 310 Ground g • c Bank Sta Q 305-J • (ii > Q) w 300 295 290-.--·~~-~~~-~~-~~-~~-~~-~~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 320t-· .1 , .1-1 0 Legend 6 ···-------········· 315 EG 1% ws 1% 310 Ground g • c Bank Sta 0 305 ~ > Q) w 300 295 290 0 100 200 300 400 500 600 700 Station (ft) g c 0 ~ > Q) w g c .Q (ii > Q) w Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 .1 )I 320 Legend ····---------··-····· 315 EG 1% ws 1% 310 Ground • Bank Sta 305 300 295 290 -+--,~~~~~~~~~~~~~~~~~~~~~~ 320 315 310 305 300 295 290 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6112/2008 -------.1 ------~ l<E---1 __, 0 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Grit 1% Ground • Bank Sta g c 0 ~ > Q) LiJ g c 0 ~ > Q) LiJ Unnamed Tnb to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 320 310 305 300 295 290 320 315 310 305 300 295 290 Added cross section for culvert crossing f~---.1----. ~~ .1-___,,, 0 6 Legend ----------··········· EG 1% ws 1% Grit 1% Ground • Bank Sta ,----r-·· -, 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 2 -12' x 7' Culverts ----------1 ---------~ 0 100 200 300 400 500 600 700 Stati on (ft) 800 Legend EG 1% WS1 % Grit 1% Ground • Bank Sta g c .Q -; > Q) LiJ g c 0 ~ > Q) LiJ Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 2 -12' x 7' Culverts .1--{ .1 320 0 Legend 6 ·········----·--·-·-- 315 EG 1% WS1 % 310 Grit 1% Ground 305 • Bank Sta 300 295 290 -+-~-~~------~~-~---~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1 I( .1 >j 320 0 6 Legend ..................... 315 EG 1% WS1% 310 Ground • Bank Sta 305 300 295 290-1---.-~-.----r-~-~~~.........,-~~~-~-.-~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6/12/2008 .1 .1 )I .1 ·r .1 )I 325 0 Legend 325 0 Legend 6 6 ···················--··············------- 320 EG 1% 320 EG 1% ws 1% ws 1% 315 Ground 315 Grou nd g • g • c Bank Sta c Bank Sta Q 310 0 310 <ii -~ > > Q) Q) w w 305 -305 300 300 295 ~-,--,-295 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 611212008 Unnamed Trib to White Creek Plan: Main Stem -Rev Exist Conditions 6112/2008 3251 ·----.1 I k--___, .1 .1 )I l 1 ·1 0 Legend 325 0 Legend 6 6 ······-············ ····-················ 320 EG 1% 320 EG 1% / ws 1% ws 1% 315 315 g Ground g Ground 310 • 310 • c Bank Sta c Bank Sta 0 .Q ~ <ii > 305 > 305 Q) Q) w w 300 300 295 295 290 290 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 Station (ft) Station (ft) Main Stem -Revised Existing Conditions Y.>::~·::·J z Y. HEC-RAS Versi on 3 . l 3 May 2005 v .s . Army Co rp of Engineers Hydrologic Engineering Center 609 Second Street Davis, California x:o:1: x X:<XX xxx>::-.i::< PP.OJSCT [1f..TF-. Pro]eCt Title: l_ir.namtd Trib t:o >lh1te Cree~: Pro)<.::ct File Main Stem.prj Run Date and Time : C:·/12/20(1.:; 6:43:25 PM Pro)ect in English units Project Description: z Hydraulic Impac ts Analysis for an Unnamed Tributary to White Cree~: In Support of Proposed Development of 2818 Place in College Station, TX White Creek t~atershed KHA Revision 06/13/2008 JCH Vertical Datum "' N.lWDB8 This purpose of this project is to complete a no-rise hydraulic analysis for the proposed culvert c rossing in Phase II of 2818 Place. This model will update previously updated models for this str eam. PLAN DAT.n. Plan Title : Main Stem -Rev Exist Conditions Plan file k:\CIVIL\64311009-Place_2818\Hydro\HEC-RAS\MF.IN STEM\Main Stem.p03 Geometry Title: Main Stem -Rev Exist Conditions Geometry file k :\CIVIL\643!1 009-Place_2818\Hydro\HEC-RAS\M.~IN STEM\Main Stem.g02 Proposed Condition Flows -Main Stem Flow Title Flow file k : \CIVIL\64311009-Place_2818\Hydro\HEC-RAS\MP.IN STEM\Main Stem. f05 Plan Summary Information: Number of : Cross Sections Culverts Bridges Computati onal l nformation 52 Multiple Openings Inline Structures Lateral Structures Water surface calculation tolerance Critical depth calculation tolerance Maximum number of i terations 0 .01 0 .01 20 0 . Maximum difference tolerance flow tolerance factor 0. 001 Computation Options Critical depth computed onl y where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational flow Regime : Subcritical Flow FloH Title: Proposed Condition flows -Main Stem FlO\~' File k: \CIVIL\ 64 311 ori9-Place_ 281 '3\Hydro \HEC-PJ\S\M.1\ IN STEH\Ha in Stern. f 05 Flo·~1 Data fcfs! Piver Reach RS 50 20 0. Main Stem Unnamed Tributar8279 113 186 323 4 6a Main Stem Unnamed Tributar7588 140 231 400 587 Main Stem Unnamed Tcibutar7 l 54 168 277 482 743 Main Stem Unnamed Tributar6480 314 500 857 1358 10 212 263 317 570 255 289 316 359 380 4 32 681 770 Main Sr:em 1162 Unnamed Tributar5114 1893 429 Main Stem 1232 Unnamed Tribur:ar4401 2(•06 724 Boundar:; Conditions River Main .Stern Main Stem Main S::.ern Main Stem MalI1 S~em Main Stem Hair. Sten Reach Profile 1.1nr,amed Tributar51) Unnamed Tributar~0 r_1nnamed Trit:.utar l(• Unnamed Tributar4 Un~amed Tributar: 1Jnnamed Tributarl ~nnamed Tributar0 . Geometry Title: Main Stem -Rev Exist Conditions Critical Cr1t1cal <:'r1tical Critical Critical Cr1tic3l Cr l t ica l Geometry f 1 le k: \CIVIL\ t.4 311009-Place_ 2B 1 ~\Hydro \HEC-R.Z\S\MJ.1.I l.J STEM\Ma in Stern. gt)? CROSS SECTION RIVER : Main Stem REACH: Unnamed Tributar INPIJT Description: Station Elevation Data Sta Elev Sta 40. 71 95. 06 137.34 197 . 25 297 . 4 5 346.69 3 63 . 41 3 66. 97 369.39 370.39 372.67 374.43 377.78 380.35 320.09 2.2 318 .65 5B .23 316. 72 314 88 312 .25 308 304 . 96 302 08 302 301 .65 301 .61 301 .35 297 .27 297 .6 299 .86 107 .14 152.63 236.82 324 .83 354 .95 365.01 367 .78 3 69. 4 6 370.67 373.33 375.15 379.53 381.36 389 .7 404 .62 427 .59 450.9 4 94 . 34 4 97 . 47 503.92 505. 91 RS: 8278 num= Elev 320.03 318 316.26 314. 1 7 310.65 306. 97 304 301 .98 301 .35 301.62 301 . 4 5 301. 48 297.07 300.16 299. 22 298.87 301 .76 303. 13 305. 82 308. 91 309.14 309.61 309.76 384 .98 298 .29 396. 12 2 99 . 97 408 .82 302 .26 436.58 304 493.82 306 . 72 497 .36 309.13 503.75 309 .6 505.59 309.73 509.82 310.07 554 .72 312 .35 579.63 313 .53 601 .32 315.18 610.46 314 .95 612.91 313.71 626 22 315.56 513.88 310.34 555.64' 312.35 Manning's n Values 588. 44 602. 19 611 .85 613. 13 678.52 Sta n Va l Sta u .1 369.39 313.97 315. 21 314 . 88 313.47 317.53 num= n Val .06 148 Sta 3. 21 59 . 1 JJ 4. 64 169.54 24 9. 97 330.7 356.89 365. 16 368.52 369.53 371 373.52 375.33 379.59 382.92 394. 16 4 05. 52 429.2 459.47 496.85 497.59 504. 15 506. 24 514. 56 566. 72 589.72 606.07 612.04 616.82 680.53 Sta 404. 62 Elev 320 317.96 316 313. 4 5 310 306. 65 303. 7 4 301 . 81 301. 34 301. 11 301. 27 298. 26 297 .1 300. 09 298 299. 62 302 303. 06 306. 61 309.09 309.15 309. 63 309.78 310.39 312. 37 314 . 03 315.35 314 . 88 315. 07 317.61 n Val .l Sta 7.3 67.25 118.77 171. 65 273.77 339.44 360.75 366.7 368.97 369. 93 371.09 373.57 376. 53 379. 83 38 3. 4 2 395.3 405.57 4 30 . 7 491. 39 497 497.95 504 . 4 7 507. 15 515. 48 573.75 597.23 609. 19 612. 1 617.05 Elev 319. 87 317.66 315.85 313.35 308. 98 306 303. 06 301 .95 299.92 300. 14 301. 14 297 .5 297 .32 300. 18 298 .08 299.78 302.01 303.l 308. 2 4 309 .J 309. 17 309.65 309.85 310.46 312.36 314 . 41 315.06 314 . 77 315. l 7 Sta JB.48 69. 54 120.59 l 79. 77 285.73 343.87 362.46 366. 93 369.29 37fJ . 16 371. 58 373.71 377.73 380.07 384 .25 395.89 406. 16 431.66 4 92. 99 497 .16 498.06 504.92 507.42 SJ 7. 58 578.02 598.92 610. 03 612 .37 620.79 BanY. Sta : Left Right Lengths : Left Channel Right 74 .07 Coeff Conti-. .I 369 .39 404 .62 CPOSS SECTION OUTPIJT Preti le ttl E.G. Elev (ft) \'el Head (fl l w.s. Elev lftl Cr1t VJ .S (ft) E.G. Slope I ft I ft I Q Total lcfs) Top ~<1dth lftl Vel Total I ft/sl Max Chl [1pth (ft) Conv . Total (cfs) Length Oltd. lftl Min Ch El I ft) Alpha Frctn Loss (ft) Cf.. E Loss (ft) CROSS SECTION 301. 98 0.26 301.72 1). 012521 323.00 37. 12 4. 04 4.65 2886.6 77.33 297.07 J. 02 0.88 0 . OJ 6-:.14 77.42 Element \·it . n-Val . Rearh Len . (ft J Flow .Z\rea (sq ft) Area (sq ft) Flot·1 1cfs) Top ~·lid th \ft) P..vg . Vel . f ft/s) Hydr . Depth lftl Conv . <cfs) Wetted Per. (ft Shear (lb/sq ftl Stream Power {lb/ft s) Cum Volume (acre-ft~ Cum S.l\ (acres) Le f L JB u. lfl(1 67 . 14 1.15 1. 15 . 7 5 2 ."07 0 .65 0.56 6.7 4. 74 0 .19 0 . 12 J. 13 0 .80 Elev 319.55 317.57 315.79 313.02 30B .5 305 . 42 302. 31 301 . 82 301 . 7 301.63 301. 14 2 97 . 4 6 297.53 300. 06 298 .2 299. 92 302.15 303.52 308. 42 309. 12 309. 18 309.69 309. 89 310.58 313. 44 314.73 314.99 314 . 3 315.35 Expan. .3 Channel !) . 060 77 . 42 CS .78 78 .78 322.25 35.05 4. 09 2.25 2979 .9 43.93 1. 40 5 . 7 3 16.62 3.53 Main Stem -Revised Existing Conditions 825 [•')wnstream Normal Norr:ia l No:-nal f.Jorr:;ol No::r.al No:m31 l.J:;rraal !Ught OB . 32 .95 +). 14 •). 14 : ,· •. H (•. 1-1 ('. •14 (1 . 1)1 ~ •).11}..j 925 111: PIVER: Main Stem RE.'·.CH: !Jn named Tr ibutar INFl.IT [1e.scr ipt1on : Station Elevation Sta E:l.:v 32·:·. c.c. -lZ .93 31~. =·~ "'."::. E"·2 ;-1 "'.". ~5 1 ~(·. ,:.--:= l (, . .; l l .:: ; • ~~ 1 } 1 3 . ~·..j ~·:}•Ir :; l :" :'.5.-(t . 11 :; l •1 2 ~:;:.. ? € ::::€. i~ .;4(1. (ti, ~ .i(• . .:;: ~ :•r..s . •.'9 3 .::.-1 . 1 ~ .. 393 .8 -I 1 [,. (17 417 .61 432 . 39 434.5 441.27 446 .53 453 .35 462.53 535.98 583 .13 586 . 16 587 .34 589.25 618 . 18 621. 5 622 . 66 695 . 4 6 :; .... :;._.,: . .;... 3·:·.:.: ~ ;.(•£. _ :> 31:0::. -I 5 3(•2 2 :)(J..j . 1 £ 304 . ;::) 304 . ~2 31j3 . 33 302 . 41 298 .95 296 . 7B 297 .75 299.06 309. 37 31 1. 8 l 310. 94 311 . 67 31 1. 95 314 . 13 314 . 36 313. 81 317 . 09 Manning's n Va lues [•ata Sta l(•. ?5 ·I c . 13 i 2 ~.-I..) 1-1 . i I 251l . ..:...) }(1(1 . €4 039 .;; I 34(•. 1-1 34 ·:·. 3c9 .::.;,. 392 . €.:: 40-1 . 3 4 l i: .15 42(•. l 432 45 4 35 . 72 443 .53 441 . 39 454. 6 4 64 . 98 571 . 54 584 .08 586 .23 587.83 596 . 78 618 . 68 621 95 622 .83 697 . 63 Sta n Val Sta 0 .l 441 .27 RS : 8201 rium= Elev 3 ~-,·,.: ~ : 1'. i c :;1-:-.c:: :: u:. 213 .CS :; l •-' . c. ~ : .. :. s·. ': );. :;(1"'." • ~:L 3• c. i ·~ ·; . < :!!.'.;:. 1 I ;1_14 . -1 1 3•>-1 s :3 304. 7 3•)3. 33 3(11 . 79 i97 .79 i96. 97 297 .B2 300 .37 311. 34 311. 8 311. 21 3l l. 81 312 . (07 31<.14 313 .53 313 . 99 317 28 num= n Val .06 5.,, . .::: 94 .• i>:.; :-i.-:-4 : '." ~ -~. c..:_ (l-1 .•)2 .:-3~. ~l '4' . 1- ?4:. 11 , ; :>. --I 3°_. -1 -I 1J5 . - 41 €. sz ..j i 1. 1_14 -1 32 .55 4 37 . (13 -14 5 . 66 447 .49 455 .22 4 71. 09 574 .72 585 .68 58 (. 2 5 588 . 19 610 . 09 619 .43 622 . 4 6 64U .47 6~8 .06 Sta 462.53 lev 316 312 . :35 :. 1 (1• 8 l 3(1~-. ~ 6 3•)7 . ,- 2·)f . 2€ :>·)€. 1 ;. : •) (,. ·~·z ; 02 . ~ .j 3(14 . 52 3,:14 . 82 3t)4 . 06 303 32 301 . 11 296 .69 296 . 99 297 85 3(13 . 62 311.49 311 8 311.28 311. 92 314 . 01 314 . 14 312 .6 314 . 76 317 .32 n Val 1 Sta H.€ EC . ..,9 l l~· £9 145 . ~ ;. 191 . 35 224 . 41 3Z 3 . I 3 .J•). ·3 3-19 . 3: .j . ':' 3 3~3 .4 -112 .53 '11€:.62 421. 4 432 .69 437 .89 •45 .ot 44B . 4 4 457 .04 472. 95 578 . 70 585 .33 586. 5 588 .27 613 . 18 621. l 5 622 .53 673 .53 E:lev 32(1 3H,.H 31 €. 4 : 1-1 . 98 312.32 31 (•. 75 ::oc:. 96 3•)£. 35 3t..•€. ~1€ :;.(•4 . 4 9 3.:.:.' 304 . 17 304. 7';,. 304. 8 1 304 .59 303 .34 300 . 68 296 .62 297 . 21 297 .95 303 .98 31 1. 69 311 . 49 311 . 37 311 . 94 313 .74 31 4 .15 313.28 316 .08 Sta 31). 1 -. •): 12(1• 14 1£4 .64 200. 41 24 ~·. JC: 294 . 93 32€.04 34•). 1)5 j..j(1. 354 .:;: 5 38C.13 391. 42 393.53 415.7 1 41€.67 424 . 64 4 32 . 86 438 .26 446 .24 450.08 460.82 511. 41 581. 45 586. 13 587 . 14 588 .36 616 . 72 621. 2 4 622 .58 690 .49 Bank Sta : Left Right Lengths: Left Channel Right Coeff Contr. .1 441.27 462.53 CROSS SECTION OIJTPIJT Profile ijl E.G. Elev (ftl Vel Head (ft) w. S . Elev ( f tl Cr it \·L S . (ft) E.G . Slope lft/ft) Q Total (cfsl Top Width lftl Vel Total I ft/sl Max Chl Dpth lft) Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft ) Alpha f rctn Loss (ft) C ~ E Loss (ft) 301 . 09 0 .39 300 . 71 n.010293 323 . 00 21 .1e 4 .72 4 .09 3183.7 57 . 4 5 296 .62 l. l l 0 .38 (I . 05 25.45 57 .4 120 .36 Element Wt . n-Val . Reach Len . (ft l flow .n .. rea (sq ft) Area (sq ft l flow (cfsJ Top \.'lid th (ft) .b..vg. Vel. (ft /sJ Hj'dC . Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.r:i.. (acres) Left OB 0 .100 25.45 3.03 . 3. 03 3.90 3. 43 l. 28 0.88 38. 4 3.86 0.51 0.65 1 .13 0.79 Elev 319 . 58 318 31 c .. 35 3 14 312 . 1 q 31(1 . (•B )(!6 . 13 3(1£. B 1 )(1(,. 3 3(•6 2(13 . 62 :3(12_. 92 302.B3 304 . 17 304. 82 304. 81 303. 95 303.25 300. 4 8 296.72 297. 58 296. 15 306. 22 311. 81 310. 86 311 . 61 311.93 314. 02 314 . 2 313. 74 316. 84 Ex pan. 3 Channel 0. 060 57 .40 62 .82 62 .82 316. 01 21. 26 5 . 03 2 .95 31 14 . 8 22 . l 7 82 9 . 16 16. 4 9 3 . 48 Main Stem -Revised Existing Conditions Right OB 0 .100 120 .36 2 . 54 2 . 54 3 .09 3 .08 .22 0 .82 30.5 3 .50 0 .47 0 .57 5 . 32 .95 \·iarning: The conveyance ratio tupstream conveyance d1v1ded by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sec ions . CROSS SECTION RI'/ER: Main Stern RE."'.CH: Unnamed Tr ibutar INPUT D-:scription: Stati on Elevation Sta Elev 0 320.16 29.48 319 .48 76.94 317 .39 122. 71 315.81 155 199 . 14 231 . 33 282 .36 314 . 3 366.03 376.05 379.65 402.41 408 .26 431 .89 314 . 39 312 . 18 310 .41 308. 4 5 307.65 303.48 303.38 304.32 304 . 7 304. 68 301 63 [1ata Sta 6 . 55 51 .26 85. 57 126:32 101. 59 202 .49 232 . 14 289.77 322 .02 368 .6 37 8 . 2 2 381. 38 403. 94 420.79 433.38 num= Eli:!V 32(!. 02 Ji 8 . 36 J 1 7 . 14 315.7 .Jl 4. UC 312 )lfJ .38 308 . 13 307 . 53 303 .68 303 .22 304 . 25 304 .65 304 .08 301. 29 Sta .., . 2t:- 51:'. 9':' 1 (12. '52 128 .29 163 .15 205 .23 244 .•9 292.34 329.34 369 .82 3'8.33 384 . 22 404.51 421. 24 433 .5 Elev 320 jlb .05 316 .5 315 . 63 314 111 . 86 310 308 306 . 97 303.59 303.44 304 . 16 304 . 63 304 . 06 301.26 Sta 20 . -t:. 62 . 92 114. -52 130 .1 1 €< ... 5 230 .3E 256 .68 297. -17 346.63 374.57 378 .32 385 .4 405 .6 421. 72 444. 18 Elev 319 .73 317 .84 3 l 6 . 1 315 .56 313 .95 310. 4 6 309.63 307 . 77 303 .56 303 .25 304 .37 304. 19 304.65 303 .96 298 .79 Sta 25.58 72 . 56 117 . 24 153.97 179. 65 231.01 2 64 . 2 6 308 . 04 364 .72 375.32 379.29 388 .27 407 .45 4 31 . 75 448 .36 Elev 319. 62 31'. 51 316 314. 4 4 313 . 2 310 . 42 309 35 307. 41 303. 37 303. 31 304 . 34 304 28 304 . 67 301 .66 297.83 4.91 296.31 €:.1€ )(14 . ~ 2 3 . 5 3C•£. It (•. 1)2 30&. 21 1.5; 312.31 -.43 314 .€ 459. H 4B9. H 535. 02 60B . l 64 3. 41 O••l. 1- 295 .?~ 4€1.33 294 . 305.74 49i.£7 305. 305.9~ 543.37 306. 309.84 608 .~7 309. 3 12 .~~ €43 .94 312 . 31:.64 712.4' 31€. Manning's n •·aiues num= Sta n '/al St~ ··a1 Sta ··a1 . 1 4 4 4. 1, . •.•c 4, c. ,4 . 1 461 .84 ~99. 503 .f 3(•6. 543.89 )(if. 639.BZ 312. 645.34 312.4 476.8 505. 1 54 4 . 2B 641. ~8 662 -5 .... E.a:-,); Sr:a: Lef-:: P1ghr: 444 .J, "'-·"' :.,.c;:r.;i:J-,s : L;f::. _:nanr.el R1;ir.t 11:.-::. i-1~.1 1(:4.29 C::>eff Contr . .l S.G. Ele·; •ft ·:el Hee:id ft; i>J. 5 . El~·.' ft <..:11 t :>J. s [~; E.G. Slope ·~t'ft '~Total !cfs· Top i·Jidth \fti 'v'el Total (ft/si Max Chl L•pth (f t) Conv . Total 1cfs) Length Wtd . (ft:) Min Ch El ~ft ) Alpha F'I:"ctn Loss (ft; Cl E Loss {ft; CROSS SECTION RIVER: Mai n Stem REACH: Unnamed TI:"1butar INPUT Description: Station Elevation Sta Elev 0 320.23 28 .15 319.37 87 .52 317.52 134.5 316 173 .9 200. 21 2 52 . 62 308. 27 314. 32 318 .7 329.25 333.37 338.09 369. 27 394 .85 417. 88 449.06 582 .69 603.79 643.58 64 9. 77 655.69 674 . 41 677 .23 728 .08 313. 82 312 309.09 306. 98 306.39 306.15 305.35 305. 07 304 .86 303. 97 294 .72 301 .ll 301 .95 306. 13 307.03 307 99 310. 9•1 310.93 310. 97 310.76 314 .6 Data Sta l. 69 43.43 1 07. 52 158. 37 183 -31 213.53 258.95 312.09 315.06 319 .73 329.37 334 .58 357.47 376.24 3 95. 4 4 419. 59 4 52. 65 587 .99 604 . 32 643.82 650 672 .7" 675.:.>7 677.62 ·:·.: l 3·:•(1 . 4 '1 .?:C-. 12 3 . 47 (. 61 ..J725. 7 1..J 7 . £6 29..J . 83 .l..J O. 78 0 .00 PS ' 7995 num= Elev 320 21 318.92 316. 97 314. 95 313 .19 3 ll . 08 309.07 306. 67 306 . 38 306 .07 305.36 304 .98 304 . 15 304.06 294 . 41 301 . 72 301 . 95 305 . 08 307.05 308 . 91 310. 95 311. 01 310. 97 311.fl? Manning's n Values num= i::l.i:ment :v1_. n-·.'al . Peach Ler.. ft, f~o·.-; .:._re,.:i sq ft .:..rea sq 'fr_ no·.·: 1cts; Top \·:1dth 1ft 1 F-.v9. 'Jel. '. ftls) H~1d?:". [lepth / ft) Coriv. fcfs/ Wetted Per. (ft 1 Shear (lb/sq ft) St ream Po·...ie?:" (lb/ft s) Cum Volume (acre-ft! Cum SP. !aci.esl l 21 Sta 4. 14 54 . 61 114. 01 l ;;i. 59 186 231 . 95 265.89 312.9 315 .18 322.92 33(1 _ 85 33<.63 35B.33 376. 7 396.79 41 9. 73 529.98 58 8. 2 5 64 3. O<c 64 4. 83 650.83 672. 91 6'1G. 12 €,I/• ~..J Elev 320. 14 318.68 316.71 314.78 312.99 3 10 308.83 306.61 306.39 305.83 305.26 305. (19 304. 18 304. 15 293.71 301. 77 304. 97 305. 03 308 41 309.29 310.99 310. 99 311.4< '11 .32 Sta B. 41 70 .27 11 8 . 57 163.75 187.26 236 . 61 273 .88 313.2 315 .29 324.19 331 . 91 334.7 359.56 378 .82 396 .89 <21 .03 532 .85 601 .14 643.3 64 6. 76 651. 95 67 3 . 25 E76. €1 682.03 Elev 320 318 .11 316 . 57 314 . 63 312 .86 3(•9 . 79 308 . 92 306 .55 306.4 305.73 305 .18 305.1 304 .22 303 .05 293 .65 301 .85 305 . 11 306 .88 307.8 310 .03 310 .94 310 .9< 311 . 75 311. 54 Sta n ~a 1 SL~ 11 Val ~La n \la! .l 0 .l 37R.8~ .06 419.59 Left •JB (1 .1(11) 112.05 5. 91 5. ~·l 5. 2(• 7 . 15 1j. 8B 0.83 76. l 7.34 0.23 0.21 . 13 0. 79 Sta 16.33 81 134 .37 171. 03 198 .07 246.37 278 .82 313.98 318 .21 327 . 19 332 . 94 335.88 367 .13 393 .34 397 .35 422 .75 534 .77 601 .69 643 .45 649.22 652 .43 673 . 81 676. 8 709 .87 Ban~ Sta: Left Right L'::!ngths: L~ft ·hann~l 378 .~L ..JlQ.5U -11 .1-~2 .32 Pight Coeff Contr. .l CROSS SECTI·.Af (•T}TPl_IT ft file :il E .G. Elev 1ftl Vel Head I ft J \·l .S . Elev (ft) Crit t·l.S . (ftJ E.G. Slope (ft/ftl Q Total !cfsJ To ~Vidth (fl) \'el Total \ft/s) Max Ch! Dpth I ft I Conv . Total (cf s) Length <·ltd . (ftl Min Ch El I ft) .~lpha f?:"ctn Loss (ft ) c & E Loss (ft ) 299 .~- 0 . 22 299 .65 •J. L106084 ~23 .00 28 .40 3.80 . 00 4140. 9 52 .32 293 .65 .00 0 .11 .05 Elemt:-nt \·.it . n-Val . f<each Len . t ft) rlow .W·.rea isq ft) . .;rea 1 sq ft) flow tcfs Top \hdth I ft) .9.vg . '.'el . (ft/s1 Hydr. Depth If t I Conv . (cfs) l>JetLed Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume lac?:"e-fl) Cum Sfl.. facresl Left OB 71). 17 .12 .78 301.21 3(•E _ 3f 3fJ5 . 96 312 . 12 313 . ..JS Exran . .3 Channel (1 . (1£r:1 1 ~ ~ . 1 •) '4. l' '4. ls ::.1 =. &•· 2~.6€ 3.75 3.56 4620.4 25.52 0.9€ 3. 61 16. 4(1 3.45 Elev 319. 7 6 317.71 316. 01 314 312. 14 309. 32 309.32 306. 39 306.18 305. 51 305.l 305.02 303.95 295. 5 293 .82 301 . 92 305. 14 306. 96 307.5 310 . 77 310. 92 310. 95 311 . 4 5 313. 17 Ex pan . .3 Channel 0 . 06(1 52. 32 65. l l 85. 11 3~3 . 0(1 28. 40 3. 80 3. 00 4140.9 30. 91 l. 05 3. 97 16. ll 3.36 Main Stem -Revised Existing Conditions Yi ht OB .1(•1,1 . 2£· .9: .9€ .(1·) 5. 11 0 -6& ·~ -56 29. 3 5.42 0. lf 0 .11 5.31 . 94 P.l'Jht t)B 25. f I 5.31 .03 Main Stem -Revised Existing Conditions Warning: The conve;ance ratio 1upstream conveyance divided by downstream conve;ance, is less than (·.-or greater than 1 .4. This may indicate the need for additional cross sections . CPOSS SECT!•)N RI'lEP: Mair, Stem P E."'.CH: ; ;;-,:·, oi:ned Tri but a r !IHI.IT [•escrii:;tior,: _.,_dded cress section for cul·1ert '"rcss1ng ~I: ~:: :! l '.3 . l s 53. 1;.; 21 ""1 7 c.:-l ~ 316 lt°I~; ~. :'.15 . 4 (; 1~=.0-: ~13 4~ I :... -; . -: .:: ~-12 . 1) ~-z 12.-:-31 1.29 :33_9-; 31•).24 2£2.33 309.1)6 294 .2-1 3t)8 .0l 319.(15 3(1f .61 34(1 _3; ](!5.55 375. 71 3(12 .6 393.46 )l_HJ .69 432.29 302 .69 45(l_;J2 303 .42 467 .74 303 .89 ~99 .65 304 517 .37 Jt)4 .54 535 .l 305 .41 559.91 306 .7 588 .27 300 .24 60£ 309.16 623 . 72 310.05 666.26 311 .79 701. 71 313 .63 Manning's n Values 39 ..,-o-:i q5 . -: l:". <: !-':.'' l '!l.-! 3 :2iL25 297 7B 32£. 14 ).j 3 :i1 3 7 9 . 34 397 4 35 84 453 . 56 471 .29 503 . 19 52tj . 92 538 . 64 067 591 .82 609. 54 E4 l. 4 5 669. 81 705.26 Sta n Val Sta 0 .1 386.41 num= ElE:': 319 . }1 c. (>.j 31 c.:: 31f.tJ 3 315 . - . 314 . / f_- 313 . ll 312 311 12 309. 88 308 .95 3(17 . 82 306 15 31)5 4:;: 302 4 299.76 302 . 84 303 . SC. 303.9 304 .08 304 . 71 305 .59 307. 1 308 .42 309.30 310. 7 311 94 313 84 Sta l •:·. £4 -l 2 . 5-l Ln .1- l -3. -1 192.. 5'.!: 223 . 3-l :44 .Cl 276 . '; 1 3CJ4 . 87 3:9.69 3-n . 41 382 .86 4(1(1 . SS 439 .38 4 57 . 11 474 .83 006 .7 4 524 .46 545 .73 570 .55 095 .36 613 . 09 644 .99 673 .35 n Val Sta 06 428 .75 Elev :1o 9 31; 31-~3 '1 c.:: '1 s - : 1 (1 . -c-. _,,,, ~ l 31)'~ 59 <(17 -12 3,:.2 . 9-:;. 305 2B 3•)2 . 21 294 302 .98 303 .69 303. 9 30-l . 1 ~j 3(14 . C:9 305 .93 307 .29 308 . 61 309 . 53 310. 84 312 . 12 n Val .1 Sta 14 . (3 .: l ;s. <1-: lfJ2 .: 1 1 :)~ . -1 10°:•.i >•5 ."1 22£. ,, 2-1s .1 s 2t.o . f.'t- JC18 . 42 333. 23 35(1 . ~1,;:. 306. 41 425 .:is 442 .93 460 .65 481 .92 510 . 28 528 . (11 549 .28 581 . 16 098 . 9 1 616 . 63 655 .63 691 . 08 Elev 'l'. 82 3U. 317 .l5 : 1,;:. (1.;.. :: 15 . c:.~ 314 . '-(.. :; l~. 41 '11. c4 31(• 59 3(19 . 53 3(18 43 3(i7 2 3 3(15 . 82 305. (•I 302 (•3 294 303 13 303. 8 303 . 92 304 . 27 305 06 306 . 12 307 89 308 .79 309 72 J I 1 32 313 . 07 Sta 31 . 'd -l 9. c:.J 6'. JC: ,_.(] (1.::. 35 3~. :;:: .;q . ~.J ·:•9. l £, 3l• . .j J 2 Sl 7 :z 9(1. 69 31 =. 51 330.76 358.05 389. 91 4~b .75 4 4 6 . ..j 7 tl 64 . 2 489. 01 513. 83 531.55 552 82 584. 7 3 602. 4 5 620 18 659. 17 694 . 62 Bank Sta: Left Right 386 .41 428 .75 Lengths: Left Channel 79.51 149.03 Right 63.65 Coeff Contr. .3 CROSS SECTION OUTPUT Profile ff l E.G. Elev (ft) Ve 1 Head (ft ) W.S . Ele·1 (ft ) Crit W.S. (ft) E.G. Slope (ft/fti Q Total (cfs) Top VI id th I ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv . Total (cfs ) Length Wtd. (ft) Min Ch El (ft ) .i>.lpha Frctn Loss (ft ) C f.. E Loss (ft) CULVERT Pl\lER: Main Stem RE.lo.CH: Unnamed Tributar INPIJT 2 99. 7 2 0 . 07 299. 65 290.71 .001027 323.00 30.59 .06 0. 65 10079.3 149 . 03 2 94 . 00 00 RS ' 788·1 Description : 2 -12' x Culvercs Distance Crom Upstream XS 90 Deck/Roadwa; Widtli 2€ We1r Coe:ficient ~.o Upstream Deck/Road•.·1a; Coordinat-e-s num= 5 Element Wt . n-Val Reach Len. (ft) Flow Area (sq ft) Area (sq ft) Flow (cfs) Top Width (ft) Avg. Vel. (ft/s} Hydr . Depth I ft I Conv. (cfs) Wetted Per . lft) Shear (lb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum s.n. (acres) Left OB 79.51 1. 12 (·. 78 Sla Ht Cord Lo Cord 3~2 304 290 Sta Hi Cord Lo Cord 380 304 290 Sta H1 Cord Lo Ccrd 381 304 29("1 404 304 290 421 304 290 Upstream Bridge Cross Section Data Station Elevation Data num= Sta Elev Sta El ev 0 319.11 '55 319.02 17.73 318.71 35.45 318.15 53.18 317 .7 70 9 316.78 88.63 316 106.35 315.61 21 27 318 .6 39 318 .04 56.72 317 .52 74 .45 316 .6 92.17 316 109.9 315.46 197 Sta 7 .09 2 4 .82 4 2 . 54 60 .27 77 . 99 95.72 11 3 . 4 4 Elev 318 96 318 .49 318 317 33 316 .43 315.68 315 . 3 Sta 10. 6-1 28 .36 46.09 63 . 81 81 . 54 99. 26 116. 99 Elev 318. 9 318 .38 318 317 . 15 316. 25 31 0 78 315. 14 Sta 14. ie 3 l. 9 l 49.63 67.36 85. 08 l oz e1 120. 53 Elev 31'. =- J l-:. 9 31c::.~:6 ::1c 315.tl :•14 .ll 3'12 -:c. 311 4- 31(• . .j l 309 4:: 3(18 . 12 30 6 . 8 3 )lj$ (.'~] 30.'.J 35 301 . -1 3t)2. =·i 303 27 31)).85 3(•4 304 4 305.24 306.32 308 .1)7 308.98 309 9 311.47 313.25 Ex pan. .5 Channel 0 .060 149. 03 157 .09 157 .09 323 00 30.59 .06 5 . 13 10079.3 37 . 67 0 . 27 0 .55 15.96 3 .33 Elev 318 .82 318 27 317.9 316.96 316. 08 315 69 314 . 98 Right OB 63 65 5 . 31 2 .93 124.0 14 J. 159.5 177 .2 194.9 212. 2 3(1 . 4 3 24 2 . 1: 2f3.E 3(11. 3:; ) l ~.I)~ 33£. -, 3"7L . 3i.-. :' j 410 .ll ..j 53 . =·- •111 . =~ .J89 . 111 5(J(;. 14 524 • ..J 6 542 . 19 559 . 91 577 . 6..J 595 .3£ 613 . 09 630 . ~ l 64d . 5..J 666 .26 683 .99 701. 71 14 . 13 . i ::. 12 . --. 95 : 99 . 54 J•.•2 .1( ;i.:.4 . l:: :;:(q .::s- ::..:•5 . 7(. 3•)6. 7 3(•7 . 69 3t)8 . 61 309.53 31ti. 31 311 311.79 312 .69 313 .63 .. 5 . 3 . 3 . 9; 51.-: '' 9 .L ~. 15 4 . ,- 22 .C • .i.,; .Jl ..JC'.2 . ~,.. 51 ·•. 2 .. 52B . C•l 54 s. 13 5£3 .40 581. 1 b 5%.91 616 .63 £3.J .36 652 .0& 669 .&l 687.53 705.26 314 . 0 313 . 313 .1 3 J 2. 4 31 31 J . J Jh1 . }(19 . 3(•:: . .; 3(1 : 3(·-. 4 3(·5 . (.(. ••Joi ': (. -. :r2 . € 2~2 . c~4 3(•2 3€- _1.•:. E~~ ::•)2 S: J:•'..J 3(·5. •).S 3•)5 . 93 30€-. 9 3(17. 89 308.79 309. 72 310 . 4 4 31 J.16 311 . 94 312 .88 313. 84 31.1- 4~. ~ 9 €~.62 i,4. 34 1\Z .1•7 19 .79 3-_52 55 . z .j -:-:z . 9: ·:·'. 4: ".;. C-. 14 43 .--c 1 . 5c -c:. 3~ !?.::-; .J9(. l :: l::.. ;:i 3 531 . 55 54<1. ::.i:. 567 58..J . 7 j U•2 . 45 620 . 18 637 .9 655.63 C73.35 691.08 Manni ng 's n Values num= Sta n Val Sta n Val St a 0 .1 241.06 .06 262 .33 Ban~: Sta: Le ft Right 367.23 412.57 Coeff Contr. .3 Downstream Deck/Roadway Coordinates num= 5 314.44 313 .69 312 .99 312 .25 31 J . '" 31(•. 94 31 •).(IC )(151.:; 3;1M 0--:1 3•.•o . I: ~(t""i J0:1C . 1 S :;(·5 . ..J:: 3·:·4 3._.:;:. 4 2:L_ 5-1 .:•).Z .41 3•)..J . -l ~~(15 . 2 .j 30~. 12 jt)-. l 3(18 .07 )(18 . 98 3(19.9 310 . 57 311.32 312 .12 313. (•7 n Val .J Expan. .5 Sta Hi Cord Lo Co rd Sta H1 Cord Lo Co rd 368 .41 304 290 376.41 304 290 400 .41 304 290 417.41 304 290 Downs tream Bridge Station Elevation Sta Elev 0 318 .52 18.68 318 .01 37.35 317.4 56.03 316 .53 74. 7 93 .38 112. 05 130.73 149 . 4 168. 08 186.75 205.43 224.1 2 42.78 261. •5 Zil0.1 3 298 .8 317. 4 8 336.1 5 354.83 J'1 3. ~ 408.38 421. 9B 440. OE 4 ":: 9. 3 -~ 4-e . .-.1 496.6~: 515.36 534.03 552.71 571 .38 590. 06 EOB . 73 627.41 64 6. 08 664.70 683. 43 702 .11 720. 78 739.46 31 5. 91 315 .56 315 .09 314 .45 313. 96 313 .25 312 .45 311. 69 310 . 97 310.35 309.71 309. 07 308.43 308 308 307. 26 JU5. St~ 292. L f. :;ft}. 2~ 3(12 )(•2. 19 102 . ..J2 302. u: 302. 8 5 3(13. 1 s 30 3. 5 7 30.4 . 13 J05. 26 306. 39 307.42 308.42 309. 4 5 310.38 311 .35 312.39 313.6 Cross Section Data Data num= 197 St a Elev St a 3.74 318.42 7.47 22 .41 318 26.15 41 .09 317.22 44.82 59 .76 316.36 63 .5 78.44 315.82 82.17 97.11 315.46 100.85 115.79 314.93 119.52 134.46 314.34 138 .2 153.14 313.83 156.87 171.81 313.09 175.55 190.49 312.29 194 .22 209.16 311.55 212 .9 227.84 310 .9 231.57 246.51 310.22 250.25 265.19 309.58 268.92 283.86 308.94 287 .6 302.54 308.31 306.27 321.21 308 324 .95 339.89 308 343.62 358.56 307 362 .3 J1l .~4 JUS.05 J80.97 40~.38 299.26 -ll0.85 ..j'°'C i2 )(tl.59 -l .;j 4. 39 302 -ltJ.1 302.LJ -lfl. "1.j 302.-l-soo. -l2 3(12 . -1 ~}Q .(19 302.41 53;. )fJ). 2-l 55(. ..J ..J 303. 67 575.1 2. 304.35 593.79 305.5 EJ2.47 306.59 ~31.1 4 307.63 649.82 308.63 668.49 309.65 687.17 310.54 705.84 311.56 724.52 312.59 743. 19 313.85 ~29 . 4 (. 442. 13 466. 0 485. 4 r? 5(•4 . 1 r. 522.83 54 J . 5 56•.J .18 578.85 597. 53 El 6.2 634.&R 653.55 672 .23 690 .9 709.58 728.25 11anning's n Values num= Sta n Val Sta n Val 0 .1 63 .5 .06 Sta 78.4• Elev 318 .32 317 .9 317 .05 316 . 2 J 315 . 76 315.4 314.79 314. 24 313.68 312.93 312. 13 311.41 310.78 310.09 309. 4 5 308.82 308. J 8 308 308 306.74 Jv4 . 16 )(10. 41 301 . 9 )1 2. ('l.:J }1 .:.. • 28 -. z. SL }(12. 9;: J!J}. 31 '03. 76 J1)4 . 58 305.73 306. 8 31)7. Sf 308.83 309.26 , J 0. 71 311. 78 3 J 2. 84 n Val .I 13 . 71 15 . .14 l ' . l c 18 . o9 Z(·5 €1 2:2.J4 24 1. 1.11'.-; 258 '7C: 21 c:. = l 2 9.J.: ~ :: 11. ::it :::..i-. 4 1 JC~. 14 11:.07 4:;. 7" 4 €-l ."" 4" J '· 499. £ e:1-. 3' 535. 1 55~. 57(•. 55 588 .27 f1)6 623 .7?. 641. -15 E-59 .l"'l C.76.9 694 . o:;: 31 4.26 138 .:..c 314.11 313.55 155 .92 313 .41 3 1 2 .~I 173 .1 1 312 .~: 312."6 191.43 3JZ 311.C:4 2(•9.1€ 31 1.4"""' 310.?E 22£.~~ 310.:9 3·)9. f 6 '.244 . .:1 }(.J9 . }!)9.18 ~c .:..::3 ::"(1<? 1{ :; .:.;; . 59 ~r,. 1•C :;i:.'= . .;: )1_!'.:'.·)l ::9"';'. 3(•1 . .!., ... _,)3 21~ r'.l 3•1£. 3·:·:.~c: ~::3 .~3 ~1::. - 3,·,s.2: 350 .~£ J 1)S . ~·-•3 .i5 36~.~: 30~.} -~02 .21 3fC.-t l .!•:<:::.·:•} 299.54 411.""3 3·)1 .5~- 2•)2 .57 43:_:;:9 31:•2 .~~ _?.(•-l "'.'4 . 54 ;(•5. -l l 30€.32 )r)I . 29 3oi;.24 309. 16 310. 05 310 . 7 31 1.47 312.31 313' 25 :u:-.-: 4 ";'. 4- si:·3. is· 521_1 _ "' .... 5;.;: (.I 556. 3"' 57-1.09 591. O.:. 609. 54 627 . 27 644. 99 662 .72 08(1 . 44 696 ' 17 :..-:: . :.; )t 4. ,. 3(•4 . -: j1)5 . c. ~ .}•.'(.. 51 307 . 4 ;.1 '.;(1C, .• l:; )1)5'. 35 310 . 1 B 310 . B4 311. c.3 312.5 313. 44 Sta Hi Cord Lo Cord 377 .41 304 290 Sta 11. 21 29 .88 48 .56 67 .23 85 . 91 104 . 5e 123 .2E 141.93 160 .61 179 .28 197 .96 216 . 63 235.31 253.9d 272 .C6 291 . J3 310 . 01 328 .oa 347 .36 366 . •).3 .lti:J . ;_J 1 4 J4. 5 J 433.19 4 s l • ·~· € -1-0. c..i 489.d 507 . ::'~ 526 .56 545.24 563 . 91 582 .59 601. 26 61?. 94 638.61 657.2° 675. 9C:, 694.64 7 13.ol 731. 99 Elev 318 . 22 317.73 316 . 88 316.l 315.7 315.34 31 4. 68 31 4 .15 313.54 312. 71 3 J 1. 97 311 .26 310 .64 309.96 309.32 303 .69 jQ8 .05 308 307 .78 306.4e L99 .26 1tlt). 67 302 3112 .09 j' 2 . 33 1r 2 . 5'7 302 . ':' 1 30J . ~ .. ~ 31)). 37 303 .8E 304.81 305 .97 307 . OJ 308 . 02 309. 04 310 . •)5 3 J 0 . 93 311. 99 313. J Sta 14. 94 33 . 62 52 .29 70 . 97 89. 64 108 . 32 126 . 99 145 .67 164 . 34 183 .02 201.69 220 .37 239 .04 257 .72 270 .39 2 95. 07 313 . 7,1 332 . 42 351. 09 369 _;7 36J . 4 J ,118 . 25 n6.92 ..J 55. c -1-..J. i':' -1 9::.. SI" 511. C:L 530. 3 548 . 97 567 .65 586. 32 605 623.6- 642.35 661.02 679. 7 698 . 37 717 .05 7 35 . 72 Elev 318. J 1 317.56 316.7 3 J 5. 99 315.65 315. 26 314. 56 314. 05 313. 39 312. 61 311.83 311. 12 310 . 5 309.€3 309. 2 308. 56 31)8 30> 307. 52 306.22 2SIL . :0::6 300. 98 102. 3~ -·t'1:._. c.~ j(,'2. ".I:\ 3(•3. 11 303. 47 303.90 305. (lj .}0(. 18 307.22 'fJB. :"I ::,. 9. 24 31().21 3 J J. J 4 312. 19 313.35 Main Stem -Revised Existing Conditions Ban~: Sta: Left Right Exi:;:an . 3B3. 41 4(1,:;. 30:. .3 Upstream Embant:ment side slope L'o .. snstream Embankment side slope hor1:. to .1) ·1ert1cal horiz. to .•:· ·1ert1cal Maximum allowable submergence for weir flo:~ Elevation at ~hich weir flo~ be~ins Energy head used in spillwa; design Spilll-:a; height U5ed in d'?si;m \·Jeir ~;r~st shar:e Numbe: of Culverts I!o;.- Culvert Name Cul v~rt ill fw;·n~ Chart = flared •,:in·g·.1alls f'HVJ.~. Scale " 1 -~·Hn9~·•all flared 3(• to -~. de:g. Solu':.1cr1 Cr1ter1a -= H!ghest 11.:: EC. .'! r...:u l ven l_lpstrm [iist Len:i-th Top n eottOM :~ l·~! iJ. ::1 d:ec! Er,r.:'.'C!JC~ L035 r...:0ef : .. :• ~)..J "> 1 3 . -:• l:; Upstream Centerlir;e Station::: 393 . .::.) [1ownstream Elevation == .293. :c Centerline Station == 389 .~l Culvert Mame Culvert H2 Shape Box Rise FHVU·. Chart ff 0 -flared v1ing1valls Span 12 FHWA Scale H 1 -Wingwall flared 30 to 7S deg. Solution Criteria ::: Highest U.S EG Culvert 1Jpstrm Dist Length Top n Bottom n Lieptf, BlocJ.:ed Entrance Loss Coef 8(1 54 .015 .015 .5 Upstream Elevation 293 . f.4 Centerline Station= 406 .~~ Dol·mstream Elevation ::: 293 2f· Centerline Station= 4(l2.3t: CIJLVEPT OUTPUT Profile Nl Q Culv Group (cfsl H Barrels Q Barrel {cfsl E.G. US. I ft) w.s. us lft) E G. [IS (ft) vl.S. DS lftl Delta EG (ft) Delta WS (ft) E.G. IC lftl E.G. OC (ft) Culvert Control Culv WS Inlet (ft) Culv WS Outlet {ft) Culv Nml Depth (ft) Culv Crt Depth (ft i CULVERT OUTPUT Profile Ul Q Culv Group (cfs) U Barrels Q Barrel (cfs) E.G . US . (ft) W .S . US . I ft I E.G. DS lftl W.S . DS lft) Delta EG lftl Delta \·IS (ft) E .G. IC (ft1 E .G. OC lftl Cul\·ert Control Culv ~·IS Inlet (ft) Cul•! WS Outlet (ft) Culv Nml Depth (ft\ Cul·; Cr t Depth 1 tt i (:HOSS SECTION fllVER: Main Stem RE.ll..CH: l.lnnamed Tributar INPUT Description: Station Elevation SL a Elev 0 318 .52 2 6 . I 5 31 7 9" 52 . 29 78.44 l 04 . 58 123.26 145.67 164 . 34 316. 7 3 I 5 . 82 315 34 314 . 68 31 4. 05 313 . 39 Data Sta I l .. 21 33. 62 59.76 85. 91 l OB . 32 126. 99 l ·19 . 4 160 .oe Culv Group: Culvert Pl I 73 04 I 173 . (14 299 .72 299 .65 299 .66 299 .62 . 05 .04 296 55 299 72 Outlet 299 61 299.62 I . 39 86 Culv Full Len (ft) Culv Vel US lft/s) Culv Vel DS {ft/s) Culv Inv El Up ( fti Culv Inv El Dn (ft) Culv Frct n Ls (fti Culv Exit Loss (ft) Cul v En tr Loss (ft 1 Q Weir (cfs) ~·Jeir Sta Lft (ft) ~~eir Sta Rgt (ft / Weir Submerg Weir Max Depth (ft ) Weir J\vg Depth {ft) Weir Flow Jl.rea I sq ft) Min El Weir Flow lft l Culv Group: Culvert H2 149. 96 I 149.96 299. 72 299.65 299.66 299.62 0 05 04 296.28 299.72 Outlet 299.61 299.62 .39 .Ee RS : 7794 num= Elev 318. 22 317. 56 316 36 315. 7 315.26 314. 56 313. 96 313. 2 5 Culv Full Len (ft/ Culv Vel US lft/sl Culv Vel ·OS I ft/s) Culv Inv El Up {ft) Culv Inv El Dn (ft) Culv Frctn Ls lft) Culv Exit Loss (ft) Culv Entr Loss (ft l Weir (cfs) Weir Sta Lft (ft) Weir Sta Rat f ft l Weir Submerg \·Je1r Max D~pth (ft1 Weir Avg Derth lftl Weir Flow .::.rea !sq ft Min El ~·Jeir FlO\.·I ft/ 12S Sta I 4. 94 31.35 63 .S 89.64 112. 05 134. 4 6 I 53. I 4 197. 96 Elev 318. l I 317 .4 3 I 6. 21 315.65 315.09 314 . 34 313.83 31 l 97 Sta 18 . 68 4 J.1)9 70 .97 93 . 36 l I 5 . 79 138 .2 1 St;. 87 212 . 9 Elev 318 .01 317 .22 315 .99 315 .56 314 .93 314 . 24 313 .68 31 l . 4 I .42 .27 293 .64 293 .26 .Ol 0 .03 0 . 02 302 .33 .09 . 97 293.64 293.26 0 .01 0.01 0.03 Sta 22 .41 4B .56 74 . 7 97 . ll 119.52 I 4 !. 93 160.61 216 .63 Elev 318 316 88 315 . 91 315 .46 314 . 79 314 .15 313 .54 31I .26 Main Stem -Revised Existing Conditions E:·:it :~oss .:.:c-::f I Exit Loss Coef I 220.37 242 .78 283 .BE 313. 74 377.24 395. 91 44d 13 492 .95 52?. ~3 545.24 575. 12 59/. 53 627 . 41 C.4 9 .: 2 66S .4~~ (.:07 .1- -1.L :;1 311. 12 3l(t.35 308 . 94 308 294 302 . (14 )l)2 C.2 3(12 9S ::,.;3 37 Ji)4 35 31)5 . -3 3(17 . 42 3(18 . 63 )(f ~J . l 5 31(1 54 311 . !19 :4 . l 81 . 6 3 . 62 3 (!. 91 5 .91 9 .33 6 . 60 SC . 44 2.59 1 . 2 6 .14 '" .23 9! .. S· c 4 . 52 310. 97 3(19 . .:;3 30&. '32 306 3(•4 . 1 € 294 3(12 .19 3C12 . 66 31)3 . (1~ 3(t.:!.. (. 3(14 . <) l 31)5 . ~-; J1)-:. G3 309 .8€ 31(•.-; 1 31:. SS: 227.B4 261 . 4 5 29&.t 34/ 36 364. 71 429. 4 5 4 63. 1:•7 534. •:•c ,SC(t .16 58€. J2 ,:.:i-:;.-; 3 !1ann1~~·s n ~alues r1u1n: 3r:a n •·a1 Sr:.:. n '/al St-.:: .1 ~~~ ~4 .06 4~9 4: (1 . 9 . 71 . 4 3 .ll 1. 9 .23 . ' . (13 _:;<;: . j 9 \.. -. i:: 1 ~ 3 7.: C.1 .· 3(1 • 32 3(1 . 31 31) . 2::.: 31) . (1S 3•>2 -. 3~. ._... 65 ". ~4 (•. ~ 1 1. SC: 13. 1 l .5 39:. 18 444 39 <'' -. O:•l Sl 9 ~,9 5-11 . 5 cc,. ~ ,::,;:; . 43 Ban~: Sta: Lefr: Pi9l,r: ;:.::.. c~ Ccef.f Cont:r. 3 :-.; . 4 4 4:9 . 4 5 CROSS SECTIOJJ •)IJTPl_IT Profile 1fl E.G. Elev (ft) Vel Head {ft) W.S . Elev lft) Cr1t W.S . tftJ E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total (ft/sl Max Chl Dpth (ftl Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha frctn Loss (ft) C & E Loss (ft) 299 .66 I). 05 299 .f.Z . 000692 323 .00 36.76 1 .73 5 . 62 12279 .8 205 .99 294 .00 .00 0 .28 04 Element i-n . n-Val . Reach Len . (ft) f lo•v ;i.rea (sq ft. P..rea •sq ft) flow (cfs) Top Width l ft l .!\vg . '!el. ( ft/s) Hydr . Depth \ft J Conv . (cfs) Wetted Per. (ftl Shear Ob/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.r.. (acres) .3 Left 1)8 20'i . 5(1 1.12 0 .78 .5 ~··.'~ (•2 .: i. (1~. 13 11 .. .:: 11. -' Ezpat: . . 5 Channel (•. 060 206 . 41) 186.84 l 8E. 84 323 . 00 36 76 .73 . (18 12279." 43 .22 Ct .19 0 32 15 . 37 .21 Main Stem -Revised Existing Conditions Right •JB 83 .f3 5 . 31 .93 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER : Main Stem RE/I.CH : Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 317 .25 194 .39 304 .75 372 300 .51 404 .48 299 .86 425 .54 293 .72 430 .68 292 .13 440 .47 299.04 449 .3 299.01 559.93 303 .37 5S5 5 305.25 62fJ . 54 307 . 75 633 .44 309 .62 652 . 52 3•)9 . 59 659 .. 12 310.19 Data Sta 16. 31 238 .03 372 . 91 405.73 428 . 13 4 32 . 14 441 4 52 . 45 560. 14 619 .64 624 .76 644 .16 652 .7 c;:;:,. 33 c.93. 54 RS ' 7568 num= Elev 316.85 302. 82 299.36 299. 87 292. 92 291.67 299. 51 298.65 303.42 306. 56 309.26 309.7 309.6 309. 91 312.25 75 Sta 53.57 244.69 373.04 41 1. 63 429.21 436.46 441 . 43 454 .43 567.37 619.97 624.92 650.83 653. 08 6S5. -l l 699 .12 Elev 315 . 03 303 .48 299.19 298 .06 292 . 58 295.49 299.9 298.72 305. 12 305 .91 309 31 309.76 309. E 2 :.;. . 9-i 312.6 Sta 76 273.03 373.29 412.59 429. 7£ 438.74 447.86 457.29 571 . 63 621) 625. 11 652 l)9 654 .29 7(14 I 3 Manning 's n Values num= Sla n ·.·al Sta n Val Sta .1 411.63 .Oc 436.74 Bank Sta : Left P1ght 411 .63 438. '4 Blocked Obstructions Sta L Sta R. Elev 21B .S7 264 .37 320 94 58 122 . 52 320 Length5 : Left Channel 60 .55 139.79 4 Sta L Sta R Elev 271 .43 288.38 320 R1gl1t 12 6 . &3 Sta L 71 . S9 CROSS SECTION 0UTPLIT Profile Wl E.G. Elev (ftl \/el Head (ft) \LS . Elev lft) Cr it i.-J S . fft) E.G. Slope ([t/ftl Q Total {cfs Top Width (ft) Vel Total (ft/s) Max Chi Dpth (ft) 299 .35 0 . 17 299 18 0. 002935 400 .00 48 .58 3 . 16 7 . 51 Element Wt . n-Val . Reach Len . (ft) f low P..rea (sq ft) Area (sq ft ) Flow (cfs) Top Width I f t) Avg . Ve!. (f t/s) Hyd r . Depth (ft I Elev 314 . 07 301 .82 Sta 167 . 71 361 . BS 299.27 -377 .21 297.74 422 .94 292.41 430 .04 297 .51 299. 17 298.85 304 . 31 305. 84 309. 36 309 .6 310. 31 30~.92 312. ~9 439 .75 448 .96 462 .28 574 . 79 620 .19 632 .09 652 .25 654 . 82 65C:. 02 725.5 Coeff Contr . .l Sta R Elev 73.24 320 Left OB 0 . l 00 86 .55 . 03 . 03 1. 07 3 .63 0 .53 0 .56 Elev 307 .96 300 . 64 300 .34 294 .53 292 .33 298 .41 299 . 04 299 .11 303 . 72 306 .51 309. 66 309. 59 310 .63 30). :16 314 . 57 Ex pan .3 Channel 0 . 0€0 139.79 118. 84 118.84 396.56 27. 11 3. 34 .38 Right OB 0 .100 126 .83 5.89 5.89 .37 17 .84 0 .40 0 .33 Conv. Tota 1 f s: Length Wtd. t i l·hn Ch El \f .".lpha Frctn Loss 1 ft Cl E Loss 1 ft" 7363 .e 139-<·7 291 . 67 .ll Conv. {cfsi Wetted Per. :f ti She ar (lb/sq f ti Strea m Powe r lb/ft Cum Vo lume acre-ft Cum S!·-. (ac res \~arn1ng : :·i:;.n.1n-;J : [1·.1ide:l flo·.-1 ~omi:uted for t his: ::ross-~e(.:t1cr,. The co1.~s1ance ratio upst~eam ~011ve1ance d 1··1~ed L, (· .... or -;rea:er thc.1i I .~. This may ir,d1C€lte the :1t:::'2d FF"ER: Main Stem PE.'"'f..:H : r_1r.na:nerJ 'i.'r1r.utar l!IPl.'1 [eE· r lf t l )I'•: 1.urn:..: -;.i 1:;:. 3 . (! 1 !. -(•. 3 . -;2 . •.'€ .Stn. £.!.;:" Sta El~v S:a El ev Std L ~v ~t;, El:-.· 'l:J"'.l! Cl.4.~ :?15 .1-l lSc c;,-': .... l :: ~ :;,_. :-c •1·-1 . -19 :z :' 1 . (·f 3:,i:1 . 55 3c.3. 17 3:57 . 24 JS-I . (13 Ji..J I . \JS 4 95 . 6& 53(1 . 516 552 . 14 S£5 . 14 581. 37 595 .. 17 597 . 64 599 . 95 -•.I_.} - 3(1(1 . - 3(1(1 . ,"1~1 294 . 3 299 .l' 2':.17 .-,,: .J : 99 . 3 7 302. 79 3(13. 7 1 3(JE,. 49 3(17. 69 3':17. 19 3t)8. 67 308 . (14 34 3. :zc: 351. 3.J 355. 51 357.80 384 .11 432. 01 4 95. 7 5 533.13 563.42 566.6 522.2C 596 .14 597.77 6(10. 29 ~('l). 59 .3·:1iJ. Z5 .:;_ ~·/. 1:11 :93. 92 2'?9 .15 .'. ~.;. ~d 299.37 3(•2. 2C:. )1)4 .15 307. 02 307. "° ?(•7. 84 308 . i 3(17 . 93 Manning 's n Values num= 348 . L. 351 . 7€ 355.:·:il 359. 1 3.j.J . 29 432 .2J 513 . 91 535. 31 563.66 574. 17 593.73 5%.41 598. 7 5 658.76 Sta n Vol Sta n Val Sta .l 353 .17 .DE 380.42 3(1(1 . 3S 31)0. 23 29£..€1 292 .28 299.07 i9&. 59 299 . 11 302 . 49 303 .67 307 . E3 307 .95 308 .26 308 .41 312 .11 n Va l .l 349 .Sc 352 . 6~ 35C . 8-1 3'7 0 . .j 6 384 .33 -13.> . .:-1 52 [. 7 9 ~4(1 . 83 :.c.3 . €-9 (."75 . 29 594 . 36 596.4€ 599.3B :61. 22 ::. ' •.'. 3 :~ :_:(it). 19 ..:9'. (. 299 . l 4 2»i . o I }1)2 . 72 :.h•3 . 23 303.76 :;1:17 . t. ~' 3·:,7 .-: I .;c:-B . 3-1 308 . 21 312 . ,_ (\ 25•• .< ~ :; 53 . l l j5(.9Si 36:(1 . '1 393. :i 2 4~1 .... ,_ 522. 549. C-1 564 . 31 5'?E. L 595. 2 I 59"".'. 5C: 599.'79 Ban~: Sta : Le f t Right Lengths : Le ft Channel 353 .17 380.42 30.l 41.96 £Hg ht 19 .11 Cvaf f Contr. .l Blocked Obs tructions num= Sta L St a R Elev Sta L Sta R Elev 320 Sta L Sl a R 219 .24 291 .33 320 57.B3 60 .5 76 .84 132 .01 503 .37 548 .26 320 CROSS SECTION OUTPUT Pro fi le Ml E.G. Elev (f t) \'el Head (f t1 W.S . Elev (ft) Cr1t W.S . (f ti E.G. Slope lft/ftl Q Total {cfs ! Top W1dth (ft i \·'el Total (f t s) Max Chl Dpth ift ) Conv. Total icfs) Length Wt d . (ft) Min Ch El (f t1 ;..lpha Frctn Loss 1 ft ..: l. E Loss 1.ft:J 2 98 . 56 o. 44 298 .12 0.013274 4 00 . 00 37 . 60 5 . 26 5 . 84 3471. 9 38 .63 292 . 28 .03 0 . (17 0 .12 Element Wt . n-Val. Peach Len. {ft) f l ow fl.re a (sq ft) Area (sq ft) flow (cfs) Top >lidth lft) .n.vg . Ve l . I ft/sl Hydr . Depth I f t I Conv. (cfs) Wetted PeL. \ft ) Shear (lb/sq ft ) Stream Power 1lb/ft s) Cum Volume tacre-fU Cum s.:i.. (acr es ~·larning : Divided flo1.,r computed for thi s cross-section. Elev 32t) Le ft 0 8 30 . JO I .II 0 .77 ~i.1•:•. 2 9 ·(1(l ,l":> :9·;. 13 9<. 29 ,_ ~~. 4 .3(13 . 19 _<1:13 . 62 )i)C:. 22 _•(17 . (;(. )(11 . '7 ·(H:i . 99 .)1)0 . (19 Expan . .3 Channel 0 . 06(1 41 . 96 75 .02 75 . 02 399 . 63 25 . 72 5 . 33 .92 34 68 . 7 29 . 40 2 . 11 11 . 26 l <. 34 .92 Main Stem -Revised Existing Conditions Right 08 0 .100 19 . 11 I. 07 . 07 0 . 37 11 . 88 0 . 34 0 .09 3 . 2 11. 89 o. 07 0 . 03 5. 29 .67 ·r.::ir. \·Jar111n9: The c01r.:eyance ratio {upstream conveyance divided by downstream on-.·e;ance is less than 0.7 or ~reat~r than 1.4. This may ind1cat~ the n~ect for add1tiJnal cross sections . CF ·$S SECT l(ifl PI'"f.P: Main St~m PE .... :H: 11i.11amed Tr ibutar UJPllT Desr.:ript1011 : Starion Elevation [•ata Sta Ele·J Sta 0 317.L -1 9.19 3i'4 . (1$ 302 . c.'"' 31)9. 95 3~6.51 299.3 376.5-1 4a8.65 296.62 489.02 521.24 299.68 527.56 541 .28 302.34 S.45.2C 565 . 15 567.7 579 . 07 591. 63 596 .76 597 . 93 637 . 01 303.5 306. 54 307.31 307 .52 307 .47 308 . 61 310 . 07 565. 28 S69. 4 4 579. 13 594.26 596.78 596 64 6. 55 RS : --1('0 num= Elev 315.55 1(12 . 36 :99.27 2 99. 2 3 30 I . 18 302. 91 303.23 306. 68 307. 31 307. 54 307 . 5 308. 52 310 . 75 63 St;, 67 .9~ 316. 5 396 .51 494.l 53 4 . 56 557 . 67 565 . 99 576. 7 4 583 .62 595. 28 596 . 84 598 . OB 647. 9 4 El ev 31•1. 68 302 . 13 296 .88 299.2 302 .85 303 .38 305 . 82 307 .27 307 5 307 . 41 307.6 308 . 41 310 . 85 Sta 1-19. 99 .::.so. ~e -100. 11 4 94 . 8 3 537 .23 5€2 .63 5E6 .02 577 . -l i 584 .35 595 . 53 597 . 19 598 . 19 Elev 308.53 300. 51 2 91. 98 299 . 19 302 . 34 303 .57 305 .91 307 .28 307 . 4 8 307 . 38 308 . IE 308 .38 Sta 295.66 372 .7 428. -I 508.8 s 3 8 . 97 565. 07 566. 11 519.0£ 584 .39 596 .72 597 . 42 601. 04 Elev 303. 02 29C'\. 46 294. 68 299. 4 5 302 303.66 305. 94 307. 31 307. 48 307. 4 7 308 . 3 307.47 Manning's n \!alues num= Sta n Val Sta n Val .1 39C .51 .C10 Sta 428. 4 n I/al .1 Bani: Si:a : Left 39(. 51 Bight 42'.'. 4 Length!: Left Channel Right l . t)S elo:l:ed ~bstru::tions num= St6 L St~ R Ele~ E.G. C:!e·· fi:_ "'=l Head fr:.1 \·;. S . Ele·; · t t · Cr1t :·i .~~ !r:· E G. ~lci:;:r-: !f'.'fr.: ·~ Tcr:al , · fs. Tor :·:idr:r. •fr ·:.:::l :·eta l fr_ / s M~:·~ Ct.l [·pt), •f t; Cc1: 1 . Tc:.o:il .:::f .s L.::11:.:th :·JtJ. (ft-. Min Ch El 1.ft ~.lph• Frctn Loss (ft ) c €. E Loss (ftJ : 9.: 3-; ·1. i" .. :•(•-23 ~ (•(1 . 1,1:1 l •:·4 . 4 < .35 1.J :. 1:. 4 .11 :91 . 98 .59 c).t)t) 0 . 00 l 1.1< Eleme~it :·it . n-'Jal . R~ac:h Len. 'ft Flo:.·; .r..rea :sq ft~ .L.rea 1sq ft Flc:-i c:fs: T-:.;::-:·!1dr:t. : fl: .:..'-'';I· •.'.; 1 . (ft. Hid:. [•q::th !ft Ccn". cfs l'h:tted P.::r . (ft, Shear ilb/sq ft Stream Po\-Jer ilb/ft Sl Cum Volume (acre-ft) Cum SA 1 acres. Coeff Contr. .l (•.l•.'f .•'1( " , 1 •:'4 . 3 12. l.::. (1 . n3 (•.01 .11 l). 7(.. E::q::an. ..:nannel '. ·•€(1 . 14 ! 55 . 4 •) l 5S. 4 •: '1 · 1 .• , 4.,- l (•-19C . [ :;4 . s _I •). :u 1). 37 l 4. 23 2 .95 Main Stem - Revised Existing Conditions F t-:li.::. _c ".l·"· l:: ~. -1: : l 4." '-I • 4;.. '. 'i 1 . ~ .::1 .;1 •). l l 1).•H s. 2€ Warning: The conveyance ratio (upstream conveyance di•1ided by dowristream conveyance) is less than 0.7 or greater than 1 .4. This may indicate the need for additional cross sect ions . CROSS SECTION RIVER: Main Stem REP..C:H : Unnamed Tributar INPl.IT Description: Station Elevation Sta Elev 317 . 1 303 . 9 302. 54 376.81 488. i::5 S2B 03 54 5. 07 565. (•l 510. 31 SB3 .39 593. 4 6 595. 9~ 597.65 641. 41 299.29 296.8:2 301.31 302 .9 303. 21 306.75 307. 4 9 307.S3 J()7 . 42 308 . 6 310 .39 Data Sta 48.63 311 . 1 377 . l 493.87 534.44 558.73 565 .12 576.Sl 583.85 593.98 596.49 S97.73 647.89 Manning 's n Values Sta n Val Sta 0 .1 396.51 Ban\.: Sta: Le rt 396. 51 Right 428 .4 Blocked Obstructions Sta L Sta R Elev 409 411 295.95 469 471 296.85 Cross Section Lid num= Sta Hi Cord Lo Cord 3~( 29C 235.5 RS: 740S num=- Elev 315.55 302.29 299. 2B 299. 19 302.84 303.41 303.61 307.26 307.47 307.53 307. 4 6 308.49 310.8S num= n Val .06 63 Sta 68 . 41 319 .12 396 .51 494 . 31 53 6 . 8 6 564 .2 565. 74 577 .71 584 . 16 594 .S3 596 .68 597 .79 64 7 . 93 Sta 428.4 Elev 314. 63 302 . 01 296 . 88 299 . 18 302 . 37 303 .62 305.9 307 .28 307 .46 307 .46 307 . 77 308 . 41 310 .86 n Val .1 Lengths: Left Channel nUm""' Sta 429 520 1 l. 16 Sta R 431 S80 Ele•: 296 .25 307 Sta Hi Cord Lo Cord L :;o. 6 Sta 149. 52 351.98 400. l l 510.02 538.81 S64 .8 566. 41 578.86 586 . 01 595 . 24 596 . 92 597 .96 Right 1. 05 Sta L 449 Ele·.1 308 .55 300. 4 6 291.98 2 99. 4 7 301. 99 303 . 64 306.lS 307.3 307.47 307 .37 308 .15 308 .35 Sta 293.0 372 .83 428. -1 521 . 16 541 . 4 564.82 567 . 41 580.74 591. 96 595 . 42 597 . l 3 600 . ..,,,, Coeff Contr. .l Sta R 4 51 Elev 296 .55 CP·JS!: SECT I fl 01.lTP!JT Pref i le F 1 E.G. El~·; ft1 ··-:1 H~ad (ftl i'!. S. Ele•• (ft ··r1t ~·l.S. tt' E.G. Slope !ft./ftj 1) Total tcfs1 TOF Viidth (ftJ ·:el Total 1ft/sl Max Chl Ui:th 1ftl Conv. Total (cfsi Length t.Jtd. (ft) Min Ch El I ft) .n.lpha Fr ctn Loss (ft) C £. E Loss (ft) CROSS SECT !ON RIVER: Main Stem 298 . 3t: t). 06 .:. -;i.:... 31 295 .27 II. (10534 5 400.00 106.96 l . 53 6 .33 5471 . 4 .13 291 .98 1.53 0 . 01 0 .00 Elem~nt Vlt . n-'/.a 1. Peach L"!n . 'ft• F'low J...rea 'S1 rt ) 1'.rea sq ft' Flow {cts) Top \·!idth ft, .n.vg. 'Jel. (ft/s Hydr . [lepth (ft I Conv. (cfs\ \·Setted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.n. I acres) Left 'B (l . 10( l.•)( . _) I .11 11 . 54 0.86 0.71 97.2 11. 63 0. 24 0.20 .11 0.76 Elev 303. l 2 99. 4 8 294.6& 299.68 302.36 303.6 306,52 307.38 307 .52 307.38 308.28 307. 4 6 Expan . .3 Channel I . (1£Q l. 16 l :3. 1 :I l 3J. 14 281.61 31.89 2. 16 4. 18 3934 . l 102. 17 0. 4 3 0.94 14 .22 2.9S Ri1tit (.1E 11 .1111) 1. ft5 1.:.0 .'.:l'Ct 120 . 6(1 } 1)5. 29 63.53 L). 87 1 . 90 14 40. l 171 .78 0.23 0.20 5 . 25 2 .86 ttE.~.CH: r.1nnarn.:d Tributar lliP'-1T L•esc.:ription: Station Elevation Lata Sta Elev St 31 i .... ~ 4 .~ 3--."9 :~:9 . 3~.C: ~ S'.;. 6S ·:··. i .: l"i3 . s:..:.: ~ 5c,4. ~Ji. r. 9-:. 24 .:•:·.'. (.0 :.::<: . .}; 3•:·-. ..:H :)·:--. r ~.::. 3( -. ::.( ;.c:s. · 1 (·~.: 1 5r:. . - Can~: Sta : Left 39f 51 42: . .; Blocked Obstructions Sta L Sta R Elev 4•)9 01 295 .95 o9 Cross Section Lid num= Sta H1 Cord Lo Cord 39(• 295.S num= Elev : ! S. SS : C·~·' l: j;:O: . .i .;it.'-. ~ s 3, -. .J 1 J.e119ths: num= Sta L 42Ci 5"" ;: ;,; . ;:, l ; " .. < El L l . l . n "'al ' L~ft Chani.el I . Ii Sta H Elev 431 29C.2S ,jl)/ Sta H1 ·ord Lo Cord 490 ~0-.1 296.( St 1 4 5' . ·~ 353. (1 4 Zi . 521. (• 541 i:..- sc -I . 5(:-:'. 12 I:.<: -• 4: ~93 .-: : ~·C . 5C :9-.51 Fi ;!'ht I . (•5 Sta L 449 le . 4 €• 3(• • .. -I 4 ~.:i . £ o~'. 4 54 4. :- 5' l. :-:1.1 Cc:.:ff Co11t:r. .l Sta Fl Elev 451 2%. 55 CROSS SECTION •)!.ITPl.IT Prof1le ffl E.G. Elev {ft) Ve! Head (ft , w.s. Elev {ft} Crit W S. (ft} E.G. Slope lft/ftl Q Total {cfs) Top Width (ft) Vel Total (ft/sl Max Chl Dpth (ft) Conv. Total (cfsl Lengt h Wtd . {ft) Min Ch El (ft) .~lpha frc tn Loss (ft) c l E Loss {ft ) 2 98 . 3 f 0 . (J6 298 . 3(1 295.27 t). 005383 400. (llJ 106 77 I . 53 G.32 54 51 . 7 1 . 13 291. 98 1. 53 o.oo 0 .01 Element ·:lt . n-Val . Peach Len (ft} flow P..rea lsq ft) Area !sq ftl flow (cfsl Top \Vidth (ft J i-.vg . Vel (ft/s) Hydr . Depth (ft) Conv. (cfs) Wetted Per . lft ) Shear ilb/sq ft) Str eam PoHer <lb/ft s) Cum Volume (acre-fl) Cum SA (acres! Left OB I) .10(1 l. 00 8. 17 8.1" 7 . 05 11 . 50 0.86 0 . 71 96. l 11 . 5S . 24 .20 .11 0 .76 El (13 . 99. 9C.. i)l . 3._.-. Channel (!. 060 1.17 132 .95 132. 95 287 .93 31 . 89 2 .17 4 . 17 3924 .3 l 02 . I 7 (I. 4 4 1). 95 H .22 2 . 95 Main Stem -Revised Existing Conditions Right 08 0 .100 l . 05 120.31 120.31 105. 01 63 .39 0 .87 1.90 1431.2 171. 65 0 . 24 .21 . 25 .85 Warning : The conveyance ratio (upstream :onveyance divided by downstream conveyance) is less than O. 7 or great er than 1.4 . This may indicate the need for additional cr oss sections. CROSS SECTION RIVER : Ma in Stem REACH : Unnamed Tr1butar INPUT Description: Station Elevation Sta Elev 0 317 .07 303 .56 302.S 377 .37 299 .28 4es.os 296 .82 512.46 299 .52 5.J8.49 301 .96 564 .35 303.4 5€€.83 306.<lS 5't .43 3(1•.2- 589.4£ .)1.11 .4- 595.9il 3(•"'1 4.1 59-.15 3(+8 .49 Data Sta 47. 53 313. 4 378,27 492. 9? 52•). ~9 5H.f< 5(;4 . 45 568 . 24 ':-~t3 . 4 I ::::95 . 98 59-. LL RS : 7·103 num-: Ele·• 315.55 3(12 . 15 299.24 299.l" 2':-ISI . ~B 302.42 .;UJ. 1 ~ ]J .:<:. • 'I .'.) Manning 's n Values num"' Sta n Val Sta n Val .1 396.51 _,,, 61) Sta 69. 25 32-1 . 36 396.51 4~3 .2B 5Z8 . 9 .. ~4 4. ""') set;. 1 i: 57~. 1:11 .92 (" .:i4 . t;Q 59, . 3B ')9-. i;.- ;, Sta 42~.4 Elev 314 . 54 301 . 77 295.88 299. I 7 -~ 01 . 5 7 3(•£.. e~ 3(J5. 75 .3(•6 91 3(·-4 6 ](•7 . ~r; ,jl)·:;.14 Jo"ll?. i -::· n Val .) Sta 14$. 57 354 . l "'; 400. 11 493.96 5J<f .10 r;~~. 19 5-; 6 . (15 5>: :, . 31 5'-'-l . o SYC.. -l 4 Ban}: Sta: Le ft Right 428 . 4 Len:ii hs: Left Chann~l Ri~ht: ?-l . 12 396. 51 Blocked Obstructions num::: Sta L Sta R Ele\." 520 580 307 CROSS SECTION OIJTPIJT Profile it E.G. Elev lft) Vel Head (ft ) oi.s . Elev (ftl Crit W.S . (ft) 296.35 0 oq 298.3) 20.1:: 11.31 Element Wt. n-Val. Reach Len. (ft I flow P.rea (sq ft) Ele'' 306. 59 300. 37 291 . ge 299. l" 11)2. 81 303. 4 7 305. ti~ ](1-. 2 '; ](•7. -l r; j1)I . J-l .:.•)2 . ls 307 . -l ~ Sta 283. 4" ]"'13 . 09 <2e. 4 '195.·P 5.:o. L. "64. ~ SC:6. 56 5-:-i;. 1; 58 3. C:- r;9~. 34 ').:)"". 1)C-c 1:. q Coeff Contr. .l Lett OB 0. l 00 20 15 7 . 91 Ele\· 3(1":l . 26 299. 48 29-l . 68 299.21 ltit.. -12 JC 3. G '.1;1):::. 11 jfl"'.'. 2' 1( • ..::. 57 311). 'o)f;. Expan. .J Channel 0 . 060 71 . 31 154. 87 Ri'Jhl OB Q. 100 94. 12 156.30 E.G. Slope ~ft/ft) Q Total 1cf.s· Top 1:iidth : ft; ".:el Total 1 ft/s) Max Chl L·pth \ft. Cor.v. Tctal !cfs; L-:n.gth ~·H:d. i. .... : !·i1r, Ch El •ft:. .:..lpha frc:tn Lo.ss ft,. C :.. E L055 ft:. • +) 0-:-3 (!.(I 5.9 . 2 .3 1407·). c 4 . 4 291 .:..rea {sq ft 1 Flo;..1 icf5i Top i"Hdth ·.fti .l·.V-:J . '/el . ·ft/s1 H:/dr. Pepth 'ft· C.:or.v . (c:fsi \·ietted Per . :ft: Shear (l b/5~ fti Stream Po1·1er '.lb/ft s' Cum Voluine ·a:re-rt· Cum s.:.. (acres 11 . (' . IJ . 93 . 11. 15 1). (13 (•.(Jl .ll (1 . I€ 4. 8:'7 . 67 .89 .83 .i . 8€ l (t4 37 . 4 :;4 . 5(1 •). 21 14 . 22 156. 31) 114 . ao 62 . 96 0 . 73 2 . 4i:;· 4239 .l C3 .3~ •).11 (1 . o~ . 85 Main Stem - Revised Existing Conditions :·~arnin:i : Th~ ccn·,..-e:..:ance r,:itio 'u~streLim ~or1\.'E/an-::·: d1v1d-:d b·.:i dc·,;nstream conveyance; is less than ·:•. er greater tf,an l . .!. Tt-.i~ ma:,: indicate th-= need for add1ticnal cross sec:tior.s. Pl'.'~!<: M.;i:ir, :::i:.em PE."'.CH: 1•1r,r.arned Tl ibutar tt!Pl.TT l·escr iptior:: Station Elevation Sta Elev 31j3 . 90 397 . 64 4(12 . .J 7 .J40.50 453 .31 528 .23 54 3. 12 544 . l £. 564 . 12 571 . 5 5< 4 . 59 578 .33 31 0 . •)4 Ji).?. (18 298 f2 296 53 29B .54 298 .38 30(1 . 91 301 . 85 304 77 31)£. n9 306 . 12 31)6. 88 306. I ·I [1a ta Sta 45. 74 389.57 397. 71 413 .2 4 41. 03 4 55. 25 530.51 54 3. 14 54 4. 22 565.35 571.87 574 .65 579 . 7 num= Elev 315.55 :99 29(<. 54 296 06 298. 54 29S 41 301 . 24 Jt)l . 8 31)4 . 78 306. 15 306. 07 306. 92 306. 23 €5 Sta '7 .SC 3&9 . I' 398 .• j:: 425 . 2 452 .33 517 .% 531 .73 543 .24 558 .9° 565.15 573.22 575. 1) l 587 .85 Elev 314 . 04 298 .99 293 . 19 293 .28 298 .38 299.57 301 . 42 301 . £::. 305.98 306. 13 306. 17 307 .21 306.78 Sta 145.78 389. c 8 398. l 4 4 3 l 51 4=2 95 525. 7 531.85 54 3 . 7 561 .71 5£.7 574 . 2 575.SS 623 75 Elev 30B.88 298.99 29'3. :..L 291 . 83 29:3. 37 3(ll. 41 30 l. 4 4 3(13. 31 306. 02 306. 14 306.24 306.94 3(10 . 76 Sta 255 .93 390 . 1:07 399 42 4 31 . 94 <'153 . 1)2 52t .. 05 532.6 544 . Ot< 562 .85 571 . 18 574 . o 1 577 .29 627 . 19 Manning's n Values num= Sta n Val Sta n Val Sta n Val .l 0 .l 402 . .J7 .06 440.58 Bank Sta : Left Right 402 .47 440.58 Blocked Obstructions Lengths : Left Channel 147.82 176.97 num= 3 Right 137 88 Coeff Contr. .1 Sta L Sta R Elev Sta L Sta R Elev Sta L 71 . 41 Sta R Elev 230 .49 246.66 320 246 9 286.49 320 123.8S 320 CROSS SECTION OUTPUT Profile Rl E .G. Elev (ft) Vel Head (ft) w.s . Elev (ft) Crit W.S . (ft) E .G. Slope (ft/ft) Q Total lcfs) Top Width I ft) Vel Total (ft/sJ Max Chl Dpth I ft) Conv. Total (cfs) Length Wtd. \ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 298.22 0 21 298. 00 0 .005457 400. Ol1 35. 10 3.69 6. 17 5414 . 7 176.39 291. 83 1. 00 .37 . 01 Element Wt . n-Val. Reach Len. (ft) flow Area (sq ft) .n.rea (sq ft) flow (cfs) Top \'11cith (ft) .D·.vg. Vel . ( ft/s) Hydr. Depth lft) Conv. <cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power 1lb/ft s) Cum Volume (acre-ft) r:um s.n.. (acres\ Left OB 147.82 l. l l 0 . 76 Elev 3(14 . 73 29i:.98 298 .56 292 . 14 292 .37 300 .95 301 . 4 6 304 .75 306 . 04 306 .16 306 . 42 3•)6 . 48 309 . l 5 Expan . .3 Channel 0. 060 176.97 108.40 108.40 400 00 35. 10 3 .69 3. 09 5414. 7 37 .84 0 . 98 3 .60 14 . 00 2 .89 Right 08 137 .88 5.08 2. 78 Warning : The energ:; loss weis greater than 1 .0 ft (0 3 m). between the current and previous cross .sect1un . Tius nld/ inJicate t11~ n.::ed fol adJiL1onal l.;ross seclion.s . CROSS SECT I ..1N RI' ·c:R: Main Str::m REl·.C:H: Unnamed Tr1but:ar IHPUT Description: Station Elevat:ion Data Sta ElE::\.' Sta O 317 ol 31 .45 147 .25 310.02 173.5 387 .74 298 14 395.05 402.7 292 03 402 .98 403 .88 291 55 ·104 .05 405 . Ol 4 26 . 57 478 .67 563 .77 567.88 570. 17 589. 41 595.63 291.5 295 .87 297 .21 299 .54 299 .85 300 .86 304 .35 304 .73 405.72 427 .51 479.1 564 . 72 568 . 05 571. 13 590. 7 2 596.05 num""' Elev 316. 02 31)8 . 05 Z95 l 5 291 92 291 . 48 291 . 64 295.86 297 .22 299.76 299.86 301 . 09 304 . 4 7 304 . 75 77 Sta 45 .0~ JQ9 .2C 397 .29 403 .28 404 . 23 409 . 64 4 31 34 536 .22 565 . 19 568 .22 571.57 593 .05 597 .26 Ele·" 315 .53 299 .24 2 94 . 2 4 291 .79 291 . 41 292 . 4 6 295.8 298 .77 299 .68 300.3 301. 2 304 .69 304 .75 Sta 111 . 6' 385. '6 398.1 403 .62 404 . 34 412 . 12 442 .23 552 .65 565 .55 568 . 24 573 .02 593 . 78 597 . 34 Elt.::·: 312 298 . 4 2 293 .C.6 291 .65 291 jc 292 .94 295 .85 299 . 24 299 . 73 300.4 301 .55 304.7 304 . 74 Sta 138.55 387 . 12 4 02. l 2 .j 03. 73 404 . 61 426.33 460.53 563.29 565.87 568 .48 588 .26 595.56 597 . 61 Elev 31C•.62 298.39 292.27 291. 61 291.42 295.83 2 96. 7 3 299.43 299.77 300. 4 6 304 . 4 9 304 . 73 304 .76 c -.3 .! . 1 ~; .19 Manr.1n?' s n 'lalues num= Sta · . .:al S:a r. ":'61 Sta ·;a 1 1 3~---~ -"~ -1::-.~1 .1 2ad: S::a : L-::t R1:i-ht. >-.-4 4~-.:: EloU:eo •)t,:: ;_ rur;t ion.:: r1um= St~ L Sta P E:ev Sta Stb P Ele~ :· l (1 . .J -::: l -' ... ::: ~ (, . ~-:; 3 ~ (, E.G. !::le·· {fr) "el Head t~ .. ':i .S . El"':'! ft Cr l t i·). ~. ~ft E.G. ~lci::e 'ft /ft Q To:al :cfsi Top 1-Hdth ! ft: ·-/el Total !ft/sl 11ax Chl Dpth 1 ft} Conv . Total lcfsl Length Wtd. {f tl Min Ch El (ft, Alpha Frctn Loss (ft) C & E Loss lftl 482 . '-'" <·.JJ 11 .-1·:· 5 . 11 4 S~1.., . ._ 72 . t. l 291 . 36 1. 21J 0 .45 1.1 .0G El-=t'.'lr:nt ft ,Jr /1-'':i J • P'?::! 1, l::::. Flm-: .:.reo . S'.l ~ ·- ."·.rea •. t'=1 f ,. E"lo:-1 !c::'"." Top i"!i·ith , ft:.' I-.vg. "el . ·fl/s H:t·dr . Lepth I ft J Conv. ·cf.s) ~·~et t-ed Per . (ft Shear 'lb/sq ft) Stream Power (lb/rt s Cum '·/olume /acre-ft; Cum S.L. (acres~ r..:oeff C:ontr l. 11 E;.q.:an . .o •}. '•{: . .. q'.:-. ,:,,1 -l [':. ~-·:: 3S.60 4 .b~ 2. C-9 -147 3 . 1) 37 . 14 I. 7 6. fc 1 3 . 5~ 2 .75 Main Stem -Revised Existing Co nditions Fl ?:It ::t? .1 ·,, .::: .. 1:- 1?. ; . : 3 ... ,: ;:1 . .:-2 I),~ 9 124.;: 2-:-. c . .i 1). 33 1). 32 s. i)f 2 -7< Warning : The conveyance ratio (upstream conveyance divided by downstream co1we'./ance; it" less than 0 .7 or greacer than 1.4. This may indicate the need for additional cross sect ions. CROSS SECTI Oll RIVER: Main Stem REACH: Unnamed Tributa.1. INPUT Description : Station Elevation Sta Elev 0 313.75 319 .13 295 .99 326. 4 334 .85 345.77 354.9 455. 7 474 .23 481 -<< 483 .0R 4 84 . 37 488.7 509. 2 4 545.38 295 .47 290 . 77 292 .57 293 .93 297 .54 299.5 301. 51 303. 24 302 . 32 302 . 54 302 . 99 304 . 74 Manning's n Values Sta n Val Q .1 Data Sta 4 5 . (JC: 32.J . 64 330. 94 33 6 -4, 353 .85 356 .26 463 .67 479 . 63 < 82 . 01 483 .0!:> 485.71 4 91. 67 509.76 567 . ..., 4 Sta 325. 98 Banr. Sta : Left Right 325 .98 353.85 Blocked Obstructions Sta L Sta R Ele~ 142 .3" 175 .2 320 RS : 71)83 num= Elev 311. 4 < 295 .93 292.8 291. 12 293.9 293 .96 298 . 4 6 301. 3;: 302 . 12 302 .9 l 302 . 4 5 302 .35 303 . OJ 307 .22 num= n Val .06 67 Sta 107 .64 325 .79 332 .81 337 .46 353 .93 363 .21 4 64 . 02 479.88 482 . 23 483 . 12 487 .89 502 . 57 525.39 Sta 353 .85 Elev 307. I 295.9 291 . 39 291 . 32 293 . 91 294. 1 298.5 301. 4 302 .35 302 . 16 302 .65 303 .95 303 .32 n Val .l Lengths: Left Channel 79.02 220. 19 num= 1 Sta 155. 15 325 . 98 333 .96 34 2 . 17 353 .99 368 .05 4 69 . 49 480 .68 482 .35 483 . 17 487 .96 503 . 77 526 .67 Right 74 .36 Elev 301.29 295 77 291. 04 292. 02 293 .91 294 . 21 299. 14 301 . 36 302.47 302. 17 302 . 63 303. 68 303.35 Sta 224. 31 326. 11 334.39 34 <. 63 354. 54 427.€7 472. 19 481.28 482.75 483.2& 488.09 507. 22 54 3. 54 Coeff ~ont r . .1 CROSS SECT10N O!JTPllT Prr.f1le fil E.G. Elev \ft) Vel Head 1fLJ i·l .S . Ele•: ! fr J Cr1t. \-J .S. (ft 1 E.G. £lope (fr fr •J Tota 1 (cfs) Top ~Jidlh I ftl \'el Total ((t. s) Max Chl Dpth lft1 Conv . Total lcfsl Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft C & E Loss lft ) 296.3 1.}r, 2 ~~ ( . 1 - (q·,; '"1 .is:::. i)(1 13-1 C.t . 21 .-l(• -:'C29 .5 14 5. 32 29(J . 77 I. 89 0 .21 0. 04 Element t·Jt . n-'/~• l . f!each Len 1 ft flo:.,o .:..t ea ·sq ftl . .:..re<:i S -! ft, Flow re f s) Tor Width I ft) .r..vg. Vel ( ft/s) H~1dr . [1epth ( f Conv. cfs) \·Jetted Per . tftl Shear !lb/sq ftl Stream Po•.,oer (lb/ft .sJ Cum Volume lacre-ft) Cum SP. (acresl Let r. •:·e (•,}(• 7C:. !.•£ 2.;. 31 (!. 2.:i .1:: 11 . s 23.35 (•. 0~ J. 01 1.1·'1 ( . 7-1 Elev 297.04 295.67 290. 91 292 38 ;:93_93 295 47 299. 34 301. 34 302 .9 302.22 302.57 302. 93 304 . ci Expan. .3 1:hanno:l (1 . r115(1 2ZC· .1 Y 10. ;:·(· ~·9 . ~ ! 351. '~ 27 . 1 . s;: 3. Sr: c.567 . -i 29.52 n. :-3 ..i . 97 l~.4 3 .69 -4 .. l 12. ~ ! 11 =. 'l 129.S' 6: . .::J .15 .JS ~ )C;( . 6 i:: 3. 37 0 ~ .. ~ (I. '.'9 4. 9·1 .t:4 Warning: The conveyance ratio (upstream conveyance d1v1ded by downstream conveyance) is less than 0.7 or greater than 1 .4. Th.ts maJ indicate he need for add1t1onal cross sect1or1s . CROSS SECTION RIVER: Mai~ Stem REACH: ~nnamed Tributar I NPl.IT Description: Station Elevation ~&~~ num= Sta Ele-..• ~ l 'l. 11 21.:.=-29-1 . ., :3-.2 :;_,.,9 _-1..; Ele•r 311 . ,.,, ?9€ .• :i-: ~ ~·. l:. 242 .-~· 2:-1 .€: ~91 .i. 44€.~€ 297 -~ 1-1··.:· :0·.19 4€3.2:3 :~~-1:2 -1.::.L. ·.: ?·:,:"' 475.-2~2.Si -1-6_-~ :~~-4~ 4~9 .i=? ?9~:.(j. -19•: 2c:·.::·.-: 491 . 29~. ~ 4~::. c.~. 85 51?.3~ 3(•1.~·Y :1::..~-31.11 . .:,-= 1-;.? L ;i:.::, _._•: ~ 1 . l · 3•)_::. ••l 5?3.1 .:•:·:..1q 5.:s.-·. ::i; •• :;._.:1..; S34 .. 3~ 3(••).?J 5;· .~c :;.:11.:-- Manning 's 1, "'alues 11uf'l.= .:-:. ..; ~?. 7 5 Sl 5. t 3 le .1 .9 ?9;.' 29-'.-.. -1 Z99. 299.- 3(•1 .. , .. 1. 9 : ( ~ 1 . ..., Sta 14 4. 'i 235 4 41. 474 4 7}::. !,! 4'8. 491 -192 . s i-:. 01 5~3 .4 Sf:·,:·.•) Sta n Val Sta n Val Sta n Val .1 .1 22E . .0€ 242.79 Brink Strt: Left" RJ9ht 226 .9 242.-9 Blocked Obstructions Sta L Sta R Elev 10.(12 320 L€:n9ths : Li:ft: Ch.:innP.l 53 .ZE 212 .H num= 1 Ri9ht 11 . 44 CROSS SECTIOM •)IJTFl.'T Profile ffl E.G. Elev (ft; Vel Head (ft) w.s . Elev 1ft) Crit W.S . (ftl E.G. Slope lft/ft Q Total (cfs) 296 .07 .02 296 .05 •.1 .000755 482 .00 225 .95 Q.85 7 .17 17539.8 Element Wt . n-Val . Reach Len . (ft) Flow Area fsq ft) .n.rea (sq ft) r10~1 Ccfs) Top !hdth {ft I .~vg . Vel. {ft /s) Hydr. Depth {ft) Conv . (cfs) i·Jetted Per. {ft) -~ € 2i)1). -~~ . -' . ~ 9 .:. 35 . ~-~ 441 . _Q~ -~~ -1~1 . :~ .·.·~ ,:._ ·P·I . ?7 .S '4·~5. ~·.J 299 .5~ 4S~. 2~ ~~S 2~19 _-4 •bl . =~·~·-:9 511 . }•) . ~' .15 s 1'"'. 11 . ;.,( ::2•.i . .3•: . 1 "".' ; '. ~-:~ ;. . ;, (, -:.. '' Coeff rontr. .1 Left OB 0 .100 53. 26 12. ()9 12 .09 Expn1·. . 3 Channel 0 .060 212 .41 70. <3 7•). 4 3 l 11.19 15. 15 1. 66 4.E5 4264 . 6 Top Width {ft) Vel Total ( ft/s) Max Ch! Dpth {ft) Conv . Total {cfsl Length vltd. {ft) Min Ch El {ft) P.lpha Fr ctn Loss (ft) c & E Loss (ft) 130 . 97 288.8tl l . 50 0 .08 0 . 00 Shear llb/sq ftl Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SA (acres) .32 14 . 40 I}. 36 0 . 84 157. 1) 14 .79 o.o; 0 . 01 1. 09 0. 71 16.42 0 . 18 0 . 30 13. uo 2.59 Warning : Divided flow computed for this cross-section . CROSS SECT!Oll RIVER: Hain Stem REACH: Unnamed Tributar INPUT Description: Sta tion Elevation Sta Elev o 314.2e 244.43 442.48 449.83 453.31 463.03 .j-;5. L l 422. 11 4 82. 7 5 4f;5. 7-. 498 (J ... 505. S:-1 51(•.4 3 518.69 543.i:;1 58o.l .9.2 587.37 633.85 296.08 294 .6 290. 76 289.48 290. 07 L:90. tJ-l 289.85 290 .fJ.i 29(1. 55 292.68 295.15 296 49f.C6 L 9.'.-.17 )(J}. 9 302. 11 )(Jl . 33 [•ata Sta 72.15 278.Cl 442.84 4 51 . tl3 453.63 ·H5.9 -4 · 6. ::is ~c '. 19 4 6~. 91 4r;i:: .. 1 i.Jt.ii.:U 514. L. 5 }4 . ~. 4 54-;. "'~ 5~5. 11 59€.53 f4 4. :1 PS ' 6650 num= Elev 309. 96 295. 81 294 .42 289.71 289 .5 290. 2 ~ £6Si . 0-i 2g9. ;.1 29(J . (15 290 .; _92.73 ~:;c.. le 295. 8, 297.~l 298.32 301 . 89 3(10 . 56 :>02. 1 ~ Manning 's n Values num= 90 Sta 1(14 . 4 s 282.23 443.65 452.34 -154 . -I 3 468.€5 4 , . 4o2.£ <183 . t 1 "-(t). 5•)6. 0""'1 r,1 z. 3 542.94 c. 63 c;-:- 5&5 . 55 55'8.81 6-15 .63 Sta n Val Sta n ·.'al Sta 0 .l 44£.67 .06 498.07 Elev 307.18 295. 95 293 .99 289.45 289. 54 290. 41 19 2gq _~6 291). L 1 290 81 ~93 6"' 9'.: d5.>l 29b.25 299. 9c J(ll. 87 300. 17 302.3-1 n '/al .l Bank Sta: Left Right 446.67 498.07 Blocked Obs ructions Lengths : Left Channel 24 .25 170.73 num= l Sta L Sta R Elev 9.39 320 CROSS SECTION OUTPUT Prof 1le HI SL a 152 . 01 284 . p 4 4 4 . 94 4 52 .88 4 56 . 01 469 .39 4ol 482 .41 48~.26 488 .44 sos . 5 s 507. 3'> 512. 3 .. 5..J j. l 566 .& 587 . (1 599 . 66' . 6 Right 45. B3 Elev 303 .98 296. 02 293 .32 289.45 259.64 290.37 dL 39.96 9(1 . £:8 91 . 01 93 . 91 9£.~l. 95.79 98·. 2C: 00. 2'7 02 . 1)6 00 .19 04 .78 Sta 195 .33 297 .24 446 .67 453 2-1 4 56 . 16 -17-1 . 29 -ldl.do 482 .67 184 6e 4 89 . c.7 sus .c- ")(l~ f14 51 E. I 543.:" 570 . 20 SA7 . 2 3 ~ 99 . ., 1 6(.;9. -14 Coe ff Contr . .l Elev 3C•O . 01 296. 5~ 292. 41 289. 47 289.65 290. 09 ~ 9•). Ul 291. "'-94 . t \ Z9C. "'-96. ~ ( ,_ 9.:._ 2~ J(•(•. ::.:;, 302. fJ9 )(•0. 21 3(14 . q;j Ex pan. .3 Main Stem -Revised Existing Co nditions Right OB 0 . 100 11 . 44 484. 01 484 .01 360.49 196. 40 (l, 7-1 . 4 6 13118 . 2 196.48 0 .12 0 .09 .43 . 40 E.G. Elev lft1 './el Head tft1 ii-1.S. Elev 'ft• Cri i:. t·1 . s. <ft; E.G. Slope ·ft/f: Q Total {cfsl Tep i•iidth ( ft1 'lel Total ~ft/s.' Max Chl ['pth r ft Conv. Total :cf.s Len~tli \·!td . :ft Min Ch El 1 ft .... l~h.::. fr::':r, L::.s.s ·ft C : E Loss ft .•)4 zq . g~ r1 . (1•:1(14 S(1 4 O'.!. .. :11· 189. 9-1 l . z<:. . ''; Ei;;:m.c:nt 1!t. L-\.·a1 Rea::h Len . -.fti flc· .. ; ..:-.rea ·.sq ft .r..rea ;.sq ft· no··: (cf.s: Top ~·Edth 1ft1 .:..•.:?. · 'ei . : ft/ s E~;d:-. [•er;th 1 f·. 0:01»· ::f s :·:.;:t-2-d t'er . ft Shea:-lt;/~·g it Stre.::.rr. f-'o·,H:r 111-ft ~u11 ·:olum.:: a.:·r~-ft ·u:n 5.'-. ::icr.:: . l;$arn1n9: [11v1d~d rlc ":>1trut:e<.I fc1 · 111.s .·_:o.s.-=-s.::::ticn. Le ft •)8 : •.. :i; . i:J l :;:~. c ! 7:; -l ~; . 9€ ~ 1 -~ .:, .Cl . -I< :,. L-:"::. ~ .. ~:. ~; .l ... .24 .-L. Main Stem -Revised Existing Conditions R1~ht •:.& (i .J.)··· 4o.'3 2·.•.: 1 '.:1 ~~.J. •) ! : . l • "Viarn :..1--;i: The ·.:c-r.·1e..,.a1,. _ ra r io .ir ~ r !'-::dm co:.· <;-J~Jn·::e di ·n .::~·:1 t..~; dc~·:r,:::t r:ao con··:::~ 3n.:e i.~ l ;:.~::. tlicin i"1. or qr:..~·':-=:-r r::.an l. I. T.11s ma it;d1cc.te tL.;, need for ;:iJrlltio!~a~ "·ross .se t.101. .. ~. FIIVEF: Main Stem PEACH: llnnamed Tri bur: a r INPUT Descr1pt1on: Station Elevation [•ata Sta Elev Sta u 314 .44 35.51 1El.1J2 303.04 17-1.d2 323 .17 295.53 330.63 335.15 293.47 342.69 384 .45 293.39 417.91 490 .56 298.57 S3C.21 556.55 302.52 557.59 572 .18 301.77 572.24 572 .68 302.91 5'3.0d 576 .16 302.21 s~o.36 619 .98 303.04 628 .l PS: .; 1 ~-f' num= Elev 312. 51 301. 93 29S. ,)5 289. 9~ 29-1. 91 300. 5~ 302.39 301 . 75 303. 31 302. t}7 303. p Manning 's n Values num= Sta -19. 94 331.15 343.03 445.75 54 5_ 58 565. 69 572. '14 574.65 5-; 6 :39 Sta n Val St.a n Val Sta o l 33~.15 .n~ 375.42 Elev J l l. (;6 2 95 -94 295. 34 289 . 9B 296 . 28 31)1 . 4 -I 301 . 71 301. 6& 302 . 42 3(1 l . 7 n Val I Sta 07.21 255.:: 1 331.53 375. 42 4<15 . 97 54 5. 64 57(1. 5 512.45 57 4. '2 577 01 Elev 3(19. 11 295.91 295. l 7 293. 4 6 29(;.3 301. 4 5 301.75 301 . 77 302.38 301 . 61 Sta 117.25 32•). 56 331. 93 375.66 46€. 31 554. OB 5 71. 92 572.4$ 574.7' 578.05 Bank Sta: Left Right 335.15 375.42 Lengths: Left Channel 136.93 168.44 Pight 38 .3 Coeff Contr . .I Blocted Obstructions num= Sta L Sta R Elev 62 .lfJ 121 320 CROSS SECT!Ofl QIJTPTJT Profile iil E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit W.S . lft) E.G. Slope (ft/ft) Q Total (cfs) Top Width I f tl Vel Total I ft/s) Max Chl Dpth I ft I Conv . Total (cfs) Length 1;td. lftl thn Ch El (ftl Alpha F'rctn Loss I ft l C & E Loss (fti 295. 6" o. 41 295. 2€ 0 . 009052 857.00 96 23 .28 5. 31 90!J7. 6 160 . BB 289 .95 1. 45 1. ~i:.i (l,(l} El'=ment Wt . n-Val . Reach Len. (ft I flow .:i..rea (sq ft) Area (sq ft) fl OH (Cf S) Top Width (ft) P..vg . Vel. {ft/s) H;dr. Depth I [t I Con·J. {cfsl Wetted Per . f fr-\ Shear (lb/sq ft Stream Power (lb1.ft s) 'cum Volume 1acre-ftl Cum SA iacres' Warnin9: Divided flo~ om1 uted for t~is rross-se~tion. Left 08 0 .100 136. 93 3.77 3.77 4 28 7 .39 1 14 0 51 4 5. 0 7 . 84 •J . 27 ,., . ~ 1 . 01 n. s~ Elev 306 84 295. 41 29-1 . 98 293.48 297. 41 302.82 3(11 77 301 92 302 . 35 301 . €4 Ex pan. .3 Channel 0 . 060 168. 44 143.07 14 3. 07 772.57 qo.27 . 40 .55 8120.2 H .24 .96 10.59 11 . 31 2. 24 Right OB 0. 100 38 .30 53 .31 53 .31 80. 15 46 . 57 . 50 1 .10 842.4 48. 62 o. i;z o. 93 4 . 33 2 -34 Warning: The energ1 1 ,;:;:~ ~vas :ire::i:t~i tha11 1.(1 tt 1(1. 3 m bet:ween the current:. and pre·.iious cross section. -:-t:1s ma; indi. .... 1r.,. the r.-:eJ for a.:Jdit:1onal cross ::;ec"1on~. CP• .SS SECT I OM RIVER: Main Stem REP.CH: Unnamed Tr it.uta r INPl_IT Description: Station Elevation Sta Elev 0 314 . 4 123.69 321 . 15 4 36 . 48 441 . 05 450 . 24 q 65 . 09 523 .98 605 . 02 307. 72 296 .3 293. r> 28€.69 287 .36 291.76 297 . 2 302 -14 Data Sta 39. 3·1 15-l . Lh) 33•J . 55 4 36. 54 442.88 45'.58 46 . 28 5; . ,)5 E0 . 96 RS : \ J 11 num= Elev 312 .35 305.4' 295.44 293 .76 286.77 289. •J5 291.84 299.€5 302. 03 .;4 Sta 55.09 1 ..,!?: • 36 414. 19 436.68 448.83 460 . 43 l 66. 79 5q9,55 ~06. 62 Ele': 311.47 303. 21 293.68 293 .53 287 . 04 289.7 292 . 51 301 . 54 301 . 98 Sta 98.48 226.03 416. 72 436.e2 449.66 4 63. I€ 480.16 602.23 610. 51 Elev 309. 24 301 . 03 293.63 293.31 267.23 290. 92 294 .08 301. 91 301. 68 Sta 109.73 270.42 4 34 . 8 -140 .96 449. 74 464. 05 503.85 604.04 619.66 Elev 308.59 296.84 293.76 286.69 287.25 291 . 3 295 .6 302.25 301 . 7 6 622 .51 301 .78 628.E 629.42 302 .32 629.43 630 .79 303.23 630.98 633 .27 301 .f.7 f..37 .21 301 . B4 3(•2. 4 3(•3 . 21 301 . 79 Manning's n Values num= 2;.7f 30 . 31 31 . (17 C.5 .99 Sta n Val Sta n Val Sta .1 43£.22 .0€ 464 .05 l . ' 3 . r. "..'al .l 629 .11 630 .45 632.39 683 . 54 1)1 . 6€ 03 . 4 3 (·~. 2e (14 .•)4 Ban~: Sta : Left Pight Lengths: Left C.:hann~l lC -€-. 44 Right "j 6 . C:l Coefi conr:.r. .l 8locl:ed Obstructions num= Sta L Sta R ~lev St6 L 34 .05 44 .98 ~:~, 4~.49 CROSS SECTI(,f-1 t)l_lTf'l.IT ?rof1le rl E.G. Ele•.i ft, ··e1 Head :fi_ W.5. El~v {ft! Crit : ... S. ft1 E.G. Slc>e ft/ft Q Total 1cfs) Top \·hdth ! ft 1 Vel Total (ft/s) Max Chl [1pth (ft) Conv . Total (cfs; Length ind. !ftl Min Ch El !ft) Alpha frctn Loss (ft J Cf. E Loss <ft) CROSS SECTION RIVER: Main Stem RE.Z\CH : Unnamed Tr ibutar INPUT Description : Station Elevation Sla Elev 0 3l4 .38 159. l I 333. 98 455.81 491.53 498 . 51 502 .48 511.73 515. 69 516.19 517 .67 600. 81 602. 6€ 605.53 630. 22 305. I 4 294 .97 291 . 96 288 .23 287 .35 287 .28 293 .57 297 . 19 297 .39 297 .49 302.04 301 . 4 302 . 8 302.89 Data St a SS. 22 179 .S 338 .44 -160 .17 493.09 498 .83 S03.16 Sl3.71 515. 82 516.35 Sit . 3 601. 03 604 .53 60,. 77 651.55 ;:;1;14 , . .i.: . -1- 2 '°'. (1. on.:;73, 857 .. ,.:, /'j!.I • .j _} 4 .89 1 :n 10050 .9 65. 7'1. 286.€9 I. 2~ o. 26 0. 08 RS: 6244 num= Elev 311. 4 9 303 . 24 294 . 67 29l.86 288.03 267 .31 287 .29 295. 38 297 .31 297 . 41 297 .54 301. 96 302 .89 302 . 77 303.87 Manning's n Values num= Sta F ~€. i..; Slev Sta L Sta R ~2.r ~29.S-: .<.92..~2 Fi-=a',t'e Len . ft Flo•·· .:..r.:a ~s:i ft ;..re~ sq fti flo;.: 1cfs~ Top 1-Hdth (ft) .Z\vg . 'iel. ift/si Hydr . Depth (ftl Conv . lcfs) Wetted Per . fft) Shear llb/sq f t) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.r.. <acres) 72 Sta 110 .87 243 .37 376.36 462 . 12 495 .63 498 .96 503 . 24 514. 9 515. 9 516 . 49 519 . 4 3 601 . l? 605 . 08 61(•. 7 Elev 308 .66 300 .32 294 .06 291 . 82 287 .71 287 .21 287 . 29 296 .47 297 .38 297 . 41 297 . 61 301 . 91 303 .45 302 .06 Sta 113 . 93 276 . 74 410. 6 463 . 22 496 . 31 500 . 23 504 .88 515 . 42 516 .03 516 . 79 520 . 72 601. 73 605 . 39 622 . 51 Elev 308. 4 5 297 .2 293.52 291. 79 287.62 287.23 267.33 296.94 297.38 297. 4 3 297 . 7 301. 72 303.76 302.53 Sta n Val Sta n Val Sta n Val .l 0 .1 463 .22 .06 511.07 Elie\' :;: -, LEl t_ •:·5 ••.l•• I€..'•) 37 . 'i:r ii. 4 6 (I . 25 54 .2 JB . fJ4 0 .1•) 0 .1)4 o. 99 0 .51 Sta 115.62 313.89 41 l. 34 491 . OJ 4 97. 19 502.43 511. 07 515.02 516.13 517. 09 563.E2 602. 08 605. 4 9 627 . 5 Bank Sta : Left R.ight 463 .22 511.01 Blod:ed Obstruct ions Lengths: Left Channel 10.38 43.42 Right S2. 89 Coeff Contr . .l Sta L Sta R Elev 20 .6 21.04 321) num= Sta L 31. 51 Lf«J,5.:.. SE.1....TIUli 1)UTPUT ?ror11c Pi E.G. Ele•: I ft 1/el Head f ft) h1.S. Ele·~· 1ft1 Cr lt: \·J. S. i fti E.G. ~lope !ft/fti 1) Total 1cfsl Top W1·ith 1ft) Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfsl Lenglh Wtd . (ft) Min Ch El (ft) .t..lpha fr ctn Loss (ft J Cf. E Loss (ft) "'.'-14.I·:· 11.19 -·j. {\ l . (• ~ 1 (_\ i' l t-57. (!(l 2·1 .94 (/. 7(! 154 04 . 0 39. 13 287.21 4S . 24 .06 Sta R 75.6' Elev 320 Element i'lt. n-•:a 1. Sta L 223 .73 Pea ·r, L~11. ft 1 Flc-.·; ;.,,rea (.sq ft\ .:..re.::i. 1sq ft) flO".-. 1::fs To~ lflidth \ft/ Avg. V.:!l . (ft/s Hydr . Depth (ft\ Conv. · cfs) :'1etted Per . {ft1 Shear f lb/sq ft Sta R 280. 4 5 Stream Power (lb/ft s) Cum Volume lacre-ftl Cum SA (acres) Elev "20 Left rJB O. lOL l 0 . 38 72 . .is <5 57 . 09 77 36 . 79 l). 94 1030. 2 77 39 0 . l B 0 .14 0 .97 o. 49 (. . 4 4 1 s . (.. 15 . (:""; .:;35 . ~.:: 2-~. 2 3 S.54 5.53 }1)502 .8 31. 54 l . ,jf. 10. 3(• 10.74 2. 11 Elev 308.38 296.82 293.51 288.29 287.51 287.28 292.97 297. 13 297.39 29"'. 4 6 301.89 301.72 303. l 302.76 Expan. .3 Channel .... 015() 43.42 21 f.. 81 21 B. ·n -~9. 'l ..j7. 8 5 3.65 4 .57 144 3(1 . 2 50.35 0 . 83 3 .0S 10. 4 5 .06 1.1 .}(1' c..i::l . ~ l ~ 1 s. l ': 17. 3€ l 5. 4~ l. 14 (•. 9C. 219 . 9 15.16 0.37 (J . 4 3 4. 3(1 2.32 Main Stem -Revised Existing Conditions Pight 8 0.11 tJ 5'.Z. ·~;, , . ~ :1 .P .!.•.' . 1)3 (•. 41 l.J . 47 3.6 I. 40 0 . 07 .03 .29 .30 Vlarning: The velocity head has changed bf more than 0 .5 ft (0 .15 m). This may indicate the need for additional cress sections. Warning: The conveyance ratio (upstream conveyance d i vided by downstream conveyance) is less than 0.1 or greater han 1 .4 . This may indicate the need for additional cross sections. CROSS SECTIOll RIVER: Main Stem REF>.CH: 1_1nnamed Tr1butar B/~1_1T (•escr1ption : St~t101o Elevat1cn [•.a.ta Sta Slev Sta ; 14 .:: 5.,. o4 RS: 62(1(• num= Elo·.' 011. <i 76 .!. .:::. Elev (•9 . 35 99. 051 s 11 33 . 4 ~ -I! -ll-.1: 29:L•IS -l -~ .. S 1 .:;, 51,·1 . :;: : -I ::1 . 5S· ...,,_" 4'·: -,c ,p:: .. j l -1'·..:.-:a :::;r _ ~.-1,:. •.•::. 29-. - : ":-I .:--~ -.CJ(~ 0 'l". 14 I< t l. ~ . .;: ~·.12.} .- CZ 1. _:. ·, j1)l . .:c. ~ 3;. c;.t] 3(•:;. j) 4<19.EC 291.95 ..;""'0,99 29·.:•.3 ~0 1.c' :'.7.lc -l c.-1 . Z I :?:>~. 31 -1;·5.~9 2-:··· •. u "''·'' :02. -1 51-i .S9 299.;:S ~1-; 4:~ 31)2.lf ': 19.-; 1 .:.(12 . i ~.!:-l . r)-l 31:12 . 13 Mann1n-:i's n Valui=s num= 3 . 91j . 79 4 •: l . 9(1• 42 '192 . 1 -. 13 -l94 .-l _:>7 .33 495 .-<. :.r-."7 .4f. 503.1 -l 292 .4 5 515. 296.€- 54 2..: l ;96 . (•I :::1~.1= 302.:;: c: 19. 9~ ~~f'] . 95 C:·25 .43 31:12 .41 Sta n Val Sta n Val Sta n Val .! .l -Jo}.}t; .IJ0 !)1_1J .14 4 _, . " J ~. < ,.; . ,,, 't c,..: . ~-I ~·-·-=. i:e. ~-I :J 4 r. t.. l.:. 1...i '1' c:: 1. i.: El ,. 97 . 93 . 9(1, ·~· 1 . 2 : . "l ..j ~· ,Si .(• c . .-le ..J 9 . C 1 -19 I ..jCi .·1 5 ~ 4 ... 5--J ~I . .. ls. l' c 1 ~. ·: ' c:z 1.:;: ~ c: 9 . :'· Sant Sta : Left Right 481 16 503.14 Lengths: Left Channel 52 .9 167 27 Ri-"Jht s:,. (11 Coeff Contr. .1 &loci:ed Obstructions num= Sta L Sta R Elev Sta L Sta R Elev .65 72 .32 320 243 . 300.23 320 CP.OSS SECTION 1jl!TPl_IT Profile #1 E.G. Elev (ft) Vel Head tft) W.S. Elev (ftJ Crit W.S. tftl E.G. Slope (ft/ft) Q Total (cfsJ Top Width (ft) Vel Total ! ft/s) Max Chl [ipth !ftJ Co1w . Total tcfs) Length Wtd. (ft J M1n Ch El (ft) .iUpha F'rctn Loss lft) r: & E Loss (ft.) 293.80 0. 81 2 92. 99 0 .018570 857.00 85. 10 5. 34 5. 88 6288.8 131. 21 287. 11 . 82 . 58 0. 15 Element Wt. n-Val . Reach Len. {ft) Flow Area (sq ft1 .n.rea (sq ft) Flow (cfs) Top Width lfll Avg. Ve!. (ft/sJ Hydr . Depth I ft Conv. {cfs) Wetted Per. (ft) Shear (lb/sq ftl Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S.n. (acres) Left OB 0 . 100 52.90 7 3. 41 7 3. 4 1 165.56 62. 33 2 .26 1.18 1214. 9 62 . 44 .36 . 07 0 .96 L1• 48 El'= .!. ~ ~ ,,, . 1 ,,. <.:~. :c: St .i: jo .•).!J ~' -. 1 · i· 11. ~ 4 L<pan. . 3 Channel 0. 060 167 .27 86. 99 86.99 €91 .27 21 . 98 7 .95 3 .96 5072 . 7 24. 08 4 .19 33.29 10.30 .02 Main Stem -Revised Existing Conditions Right OB tj . 100 SS. 07 o. 22 0.16 .80 0. 75 •). 27 l. 2 0. 96 0.2( 0. 19 4.28 2.30 Warning: The conveyance ratio (upstream conveyance d1v1ded by downstream conveyance) i s less t ha11 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections . Warning: The energ'j loss was greater than 1.0 ft (0.3 ml . between the current and previous cross section . This may indicate the need for additional cross sections. CROSS SECTION Rl\iER: 1-1a1n Stem PEACH: Unnamed Tr1butar RS ' 6033 iNPl.'T Description : Station Elevation Sta 0 1 ... d . 33 :.: 16. 8~ 15-. 7 3 ·t. _.,1 •6}. ~2 ":! ~ (l ::. } .:· 3. -I~ El'i!'V 314 . (•3 301 . 33 ~95 . cC. 29?. 7i.. ~ 9~. 2 ?,(1 .: 22(. 9- -~94 .99 2t't:.9} 424 .41 292 .31 '.'.l.c.o.81 29£.9.) c3".21 29E 92 .f:-8-. ~7 302. 30 ~95 .36 3(•1.13 Data Sta 53 . 17 26-. SI 3-1(1 . 62 '58 . 31 3t':.(1• 5C 371J. 65 } ; 1. 32 num.: Elev 311.~7 299.27 293 . 98 292 .72 292 .o.c. 286 .2t- 2B7 . 64 ... B-3 . 76 39.,. 83 289 506.05 295 94 030.4 298.-1 £'H .18 :::02 .cn ;:93 _3 3(1! .BS '98 .25 301.e1 Manning 1 s n Va 1 ues num= 67 Sta 114.&J 281 . 91 343.25 359.22 j£(_•. 62 3-(1. ·~· 3 3B 1. 4 C: 388.23 Elev 306. 98 297.63 293.79 292 . 60 292.58 26E. 2(. 287.75 288 78 453.(1'=' 29•).22 585. 62 296 94 E34 .S.; 298.78 683.51 302.27 69:::.89 301 . 79 Sta n Val Sta n Val Sta n Val .1 0 .1 363 .92 .06 382.66 Bank Sta: Left Right 363.92 382 .66 Blocked Obstructions Sta L Sta R Elev 60 .07 320 Lengths: Left Channel 85.15 171 .23 num= 2 Sta 6 1. 6 Sta R 79 . 4 s Elev 320 Sta 1SJ.J6 351 . ::"·C- J5Sl . 46 'bl . 95 ::.-. ._:,~ 3$L o .}2 389. 1 ~ -1•1 .-14 fl j . 4 2 631.... 9::. Ot'S. 54 <94. 61 Pight 1. 57 Ele»· 05 . 3~1 91 . --I 93 . I 8 92 . f.5 ~i 1 . 7 -I b6. ~ ' & . 1; B 3. ;;-1 91 . 6? 97 .31 91'.-. S·l (12 . 3€ 01 . rq Sta 170. b.c. 31)f· c.c. 35-'I . 19 359.0 1 302 . .;_ }:'.)1_1. :- 382. c:,: 3S~.i- Elev J1.1.J . us L 97 . 13 .!. 9j . (11 .<. C•2 . 6...J _ 91 . Sl I,(. '-I 2~-3 . 82 .b(1• 1,;t, ":';•2 . 15 62::.15 296.9 63-.13 .!.':.1:3 .92 685.99 102 .37 094 ..... :: 1(11 . 7 Coeff Contr . .1 Ex pan . .3 CFIOSS SECTION 1)1JTPl.1T Profile Fl E .G. Elev 'f t) ·:el Head {ft· ~LS . Ele·; lft; Crit ~·1 .S . 1ft; E .G. Slo~e ~ft/ft Q Total ;cf~; T::;p i•lidth 1ft; ''el Total · ft/s Maz Ct-.l [;:th ;ft Coll\:. Tctal :c:fs 1 Len~tr: ;·:·-:t . ft, 1-lln r:h El f:. .r...1;:t1a Frcu, Less ·ftJ C ~ t: L~.::: s · f ':.) R!"!EP: Main Stem RE.L..CH: 1.1nn.;Jmed Tril:;utar IHPllT C)escr i pt ion: Station Elevation [1ata Sta Elev Sta 154. 14 i72 .2i 227 .67 231 239 .51 253 .32 260 .69 272 .20 291 .96 482.36 664. 9f 676.12 682 .08 728 79 738 .1 1 743 .06 313 . (16 3(•4. 2 30•j. 3 289. (11 288 .59 236. 34 288 .47 "90 .76 <90 .71 290 . 64 288 . 97 297 .06 298 .59 299.01 302 . 37 301 .78 301 . 39 .;:6. 59 158 .58 I 88 . ! I 228 .22 233.0 241 .86 2 56. 55 263.6 273 .98 293.3 515 .25 670.47 678 . 35 68 3. 03 720 . 99 739 11 292 . OS (1• 31 291 ."?f (!. (• :::-399 -. -l3 '). ,., ~ RS : S.:.&2 num::: Elev 312 . 54 301.91 299 . 81 2&8 .~ 288 .33 286.!6 290.57 2 90. 7 5 290.71 290.63 291 . 76 296 .9 29C .B 299. 08 302 .37 301 .25 Manning's n Values nurn-= Element Wt. n-\.'al . flea ch L-=n . 1 f t: Flo1v .L.rea (sq ft) ti.re a t .s::i ft l Flo·,, 1.:fsJ Top ~·J1dth , ft J l-.vg. '.'el . · ft/s · Hidr. [•epth (ft, Conv. 1:.:fs\ Hei:ted F-.er. ift: Shea: lb/sq ft: Stream Power \lb/ft 51 Cum \/olume \acr e-fr_ Cum S.i... ':ic:res; 81 Sta 119.45 165.'2 189. 73 228 .32 238 .83 248 .89 256.89 264.08 27 4.76 308 . 14 609.21 671 . 04 680.5 725 . 56 731 . 2 739 .34 Elev 3(•5. 91 298.24 299. 3 280 .86 286 .57 285 . 6•1 290 . 78 29U . 74 290. 7 290.57 295. 94 297 .13 298 . 91 302 . 13 3(12. -l 301 . 13 Sta 127 .23 172 191 .62 228 .76 238 .97 250 .02 258 .45 265 .39 287 .09 399 . 72 628 .68 672 . 48 680 . 93 727 .76 734.07 741 . 31 Elev 305.57 300.27 298.65 280 .82 .!..a6. 52 286.3-l 290.77 290.74 290.66 289.86 296.91 297 .73 298 .93 302 .31 302 . II 301 . 68 S a n Val Sta n Val Sta n Val .] 0 .] 208.9 .06 256.89 Left OB 0 . 100 : 5 . 15 .2£ • .::.c; . 13 .(•1 I). 91) 12.4 . 37 (•. ~8 (•. 25 .Sil (t .44 Sta 12S. 64 l 72 . 12 208 .9 230. 14 239 . 1 252 .34 2 58 . 92 271 . 46 290.22 4 02 . 94 657 .23 674 . 17 681. 06 727 .92 737 .4 741.85 Bank Sta : Left Right Lengths: Left Channel 206 .9 256 .89 121.6 86 .3 Right .89 Coeff Contr. .] Blocked Obstructions nurn= Sta L Sta R Elev 0 32 .22 320 CROSS SECTION OIJTPIJT Profile ff I E.G. Elev (ft) Vel Head (ft) w.s. Elev lftl Crit ~1 .S . !ft) E.G. Slope (ft/ft; Q Total (cfs) Top lhdth (ft) Ve! Total (ft/sl Max Chl Dpth I ft, Conv. Total (cfsl Length Wt (ft l !Ur. CL El . f':.) Alpha Frctn Less 'ft) C & E Loss 1ft1 CPOSS SECTI ,tJ RlVER : Main Stem REACH : Unnamed Tr iburar lNPUT Description: Station Ele·:ation Data Sta Elev 312 .67 131.a2 304 .1 170 .91 292 .14 192 .23 287.6 194 .73 2a1 .95 196.4 287 .99 294 .96 290 .75 52 5 . 98 292. 15 672 .86 296.9 Sta H .48 152.8 175 . 14 192 .99 195 15 197.08 400 .66 52&. -6 675 .79 291 . 30 0 .16 291 .15 0.006644 857 .00 291. 45 2 . 1-l 5 . 51 I 0514 . 1 47 .21 .24 o.r (1 ,(•l PS ' 5776 num= Elev 312 . 16 302 .32 286 .82 287.7 287 . 96 288 .01 289 .88 292 .27 298. I Element \-It . n-Val . Reach Len . (f t) Flow P..rea (sq ft) Area (sq ft) Flow (cfs) Top •lid th (f t) Avg. Vel. •ft/sl Hydr. Depth (ftl Conv . fcfsl Wetted Per. (ft1 !'.:hea::-ll:,,' .3.::j ft; Stream Pmver (lb/ft 5\ Cum Volume (acre-ft Cum s.r.. acres 1 62 Sta 22 .87 163 .33 176 .75 193.97 195 .25 197 . 14 404.57 6!!.25 676.58 Elev 31 t:. tJ3 301 . 66 286.8 287 . 84 287 .96 288 . 01 289 .86 <95 .93 298. 42 S a 73 .€3 168.77 185 . 72 194. 09 195 . 55 199 . 32 485 630. 57 677 . 51 Elev 309. l 294 .83 286 .71 287 .86 287 .97 288 .08 288 .98 296.9 298 .51 Left OB 121 . 60 (1• 91 <j. -13 Sta 123 .77 168 .89 185.88 194 . 66 195 .'7 2 69. 15 518 .46 659. 67 680 .79 Channel 1). (•C(• l "'11 . 2 3 82.t;:9 .;::;: . s:s 4•=. l]. lo. -< 4 . 4:; 51 :-~. . ' 2 . l l~ .•• l .'' Elev 305.c 30(1. 31 292 . 62 208 .6B 266.48 287 .84 290.7E 290.72 290. 64 289.84 297 . 3 298.42 298 .94 302 .33 301 . 78 301.83 Expan. 3 Channel 0 . 060 86. 30 121.24 121.24 ..J92. "77 40.33 06 3 . (11 6045.5 L .44 I.; 1 9. 57 l . ::.: 3 Elev 304 .77 294 .57 286.71 287 .94 287 .97 290 .12 291 . 81 297 . 29 298 .e1 Main Stem -Revised Existing Conditions Right OB (•.l ;o -1. .15 .s..:-: R1ght OB 0 . JOO 0. 89 279.85 279.B5 364.23 251 .12 1. 30 1. 11 4-l (t . 6 251 .22 (1 . 6(1 4. IE : • 2-1 . 94 -; 31 . 74). 29 . 95 3(• .J: 7 3 .4 3·) .24 14 .i }(t2 . l 302 . 3•)1 . l 744. .~4 74=.6€. 3(1 .32 14ann1ng 's n ~alues num= ":il St a .1 l-;(•.S-1 ::<::1.:· .:::a: L-.;f r_ R1 ;1J-.t 1-• =-· 1 i c-~. : .... ·.-·a 1 .Si: a . •) ( 1 ~·-. •: .:- "'a 1 .1 Le11;ith.::.: L-::: .:1"1i!:-,n-:l --~I :;: 1:;:. ~ l c.-,r .sr.r.:TE.!l :,r_1Tp1_1':" r rci. le !s l ·fl_ \·: .: . r_:n r w.s. r- ::. ;. Sl..:re ft ._' T-:tE:!l r.:= Tq' Vlidth "i r_ • ·.re:l Tot.al ft Ma:-'. e.~ (•Frt, 1 f1 ·.:or1·-•. Total ,cfs Length \!ltd ,fr:. f.11 n Ch El (ft .U.lpha fr ctn Loss (ft C & £ Loss Ir t -; • 9'1 .;-c ·I . .; l (li. 95 ?2 ..... 71 (1. 64 u. u~ El::-mer,t :·it. n-· ·a 1. Fea-:-i1 :...e1 •. r·. ~·1c·.: .L.t !::a ':": l r- _=--:~a ::q i ' ;:" ! c;~ ,·f.:: Tor :-.1 ~dth ft .=-.vg. ··<:1. 1i.t./s H:_.;d:. ~!;p:.h I ft ..:onv. ic[s, :·1er:ted Per. !ft: Shear ,.lb/sq ft, Stream Power lb.'fr:. s1 Cum Volume 1acre-ft1 <..:um SA (acres 1 Warning: Divided flow computed for this cross-section. .3 .l l. 7 •).5(, 302.35 -9 . -c. 301. 77 7 3 . 99 301 . 7 '2 ..::~fi '..:or.tr . E;<pan . . 3 .1 Left ·~C IJ . 91 L•. 4 j U1~rnnel "L 91 : ~. 42 ,, . ,;~ -!~ .c : 4 5 . l ' 3. 37 -ltl72 7 LC.. 96 86 9 . C4 9.37 . 7€- ·,. 9& .--:--:·. l 5 .15 -C<).lC 2G9 . .., .4( !) . 96 ..j j(1}. 9 299. 7(1 1). 5": . .;3 .16 . 23 Main Stem -Revised Existing Conditions Warn 1 ng : The cor.ve /a nee ratio (upstream conveyar1cE: divided b:; downstream conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the n~€d for additional cross sections. CROSS SECTIOI~ RIVER: Main Stem P.E.P.CH: 1.lnnamed Tr ibutat ItlPUT Descr ipt1on: Station Elevation Sta El.ev 0 31Z.08 125.79 362.11 3a5 . 11 387 .92 396 .93 399 . 4 6 405 .36 411 . (1( 41 5 .89 432 .07 4 tl 3. 2 4 4 4. 4 2 445.85 44 9. 2 455 .06 4 63 . 29 466.59 46&.9$ 483.91 493.66 552 . 61 559. 79 747 .83 905 914 . 58 963. 11 304 . Bo 294 98 294 . 63 295 .75 294 . 11 294 .2 293 .69 294 .36 290 . 94 282 .61 286 286.02 286.07 286.2 286 .43 286 .75 286 .88 286 .97 286 .6€ 287 .93 289 . 95 290.5 291 . as 298 . 4 3 299 . 14 Data Sta 12.65 138.76 375.86 385.53 388.01 397.71 4(11 . 22 406. 4 3 412 . 9 41 7 .19 4 33. 12 443.55 444.53 4 4 6. 21 449. 67 455.74 463.93 4 67. 02 477.95 484.6 494 . 51 553 .44 561 . 92 839 .23 905 . 22 95£. 02 908 . 12 RS : 5563 num= El~v 312.27 303.78 294.96 29tl .53 295.85 293.95 294.08 293 .8 293.05 290. 02 283.99 285 98 286.02 286. 09 286 22 286 4 6 286.77 286.89 287.32 287.58 2 8 7. 96 290.25 290.58 295.93 298.45 302. 1 € 301. 7/ 91"".€' 301 .85 ~"4 .21 301.2C- 11anr1111g '~ n 1/alues num= 13" Sta 26. (19 332 .5 377.87 386.48 390. 61 398.02 401. 71 408.29 414. 13 -120. 18 433 .6 443.83 444.7 448 450.08 456.09 464.28 46-.48 480 .11 488.23 5 12.76 556.48 564.89 BSb . 4 909. 2-1 95~.1 6 908. 23 Elev 31 (I, 78 2 94 . 13 294. 96 294. 31 295.34 293.89 294. 1)4 29<1 292. 19 287. 91 284.63 286 286. 03 286. 16 2%.24 286.-1 7 286. 79 286. 91 287 .4 281 288 67 290 36 290. 7 296 . 8'J 290 . al 11)2.3€ )(ll . 77 Sta 44 .45 33tl . 89 3B3. 19 386.6 392. C:9 199.')9 4(12 . 0-1 408.75 415. 12 42£. 3 4 3 5. 02 443.97 44 5 44 9. 4 4 tl53.67 -1 qo. -1 465 .24 4 6 7. 98 481 . 57 491 . 44 514 .25 55""'. 27 t":?-1 . 95 B: 8 . 12 911.63 9S~.33 a-1}. € ~ta n Val Sta n ~al Sta n ·;al 1 .l -ILO .l~ .0c -1~5.02 Bant St.a : Left Rioht Len~ths : Left Char.nel -120 .18. -135.02 Z.52 127.tlB CHGSS SErTION r)llTPUT Prof lle fi 1 E.G. Elev (fl) Vel Head (f t) \•J .S. Elev (ft Cr1t W.S. (ft) E.G. Slope lft/ftl Total (cfs) Top \·l1dth lft) Vel Total l ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Lengt h l'td. lftl Min Ch El I ft) 290. 2i 0 . 16 290. 11 0 .004428 851 . Q(! 24 a. 31 2 . 10 7 .50 12878 .7 84 .87 282.61 Elemen t t·Jt . n-Val . Reach Len . {ft flow Area !sq ft) Area (sq ft) Flow (cf sl Top l·ildth If I Avg. \fel . \ft s Hydr . Depth (f ti Conv . (cfs) l~etted Per . (ft) Shear ( 1 b/ sq ft) Elev 31\). 4 294 . 21 29-1 . 95 294 . 28 294 . 94 293.69 294 . 01 294 . 01 291. 48 283.58 286 52 286 266 04 286. 17 286.38 286.64 286.83 28E.93 287. 4 6 267.84 288 7 3 290.39 289.95 29".29 293 94 302.37 :<o)l.L Sta 81 . 96 300. 7 5 383. 7? 387.82 395. 54 399. 22 402 .85 409.37 41s.46 429 .9 4 4 2 . 94 4 44 . 2 5 4 45. 34 448 .84 < 54 . 4 462 .62 4 E6 . 14 468.55 483 .2 492.36 551 . 76 559.23 713.68 901. 25 911.% C)61 . 19 97.-,. 3B Coerl Cnntr . .1 Left OB ti .100 .58 3. 42 3 . .:i 2 3. 15 3. 11 0. 9~ 1 10 47.3 3 .81 0 . 25 Elev 308 . 37 29<-I . 98 294 .95 295 .64 294 . 38 293 .88 293 .93 294 .17 291. 25 282 . 97 286.02 286.01 286.05 286.19 286. 41 286.72 286.86 286.95 286.6 287 .88 290. 18 290. 47 2 38 . 98 296.89 2 ::,:i . 96 J02 .. 1 )ljl . 22 Expan . . 3 ~hannel 0.060 127 . 48 63 .53 83 .53 179. 54 14 . 84 . 54 5 .63 5703 .6 18.25 1. 27 Right OE (1 . 1 (H) •). 42 3~ l . 54 321 . 54 474 . 31 230 . 42 1. 48 . 40 7127. 8 231 -4 q 0 .38 i-.lpha Frctn Loss ! ft: Cl. E Loss 1.ft .3 .5 .(1 Stream Powe r l b/ft s) Cum Volume 'a re-ft Cum SP. (acres Warning: [1ivided flo~.; ::omputed for tt.i:: cr:>ss-sec::1on . .23 0 . 91 (). 4 3 5. 75 8.9f .<E Main Stem - Revised Existing Conditions i"1arn1ng: Tt.e conveyanc-= ratio 1 up~tream conveyanc.:: di·;1ded b·.,-downstream ccnve:_,·ancel is less than 0 .~ or greater than 1.4. Th1E mat indicate the n-=ed for add1t1onal cress sect1cns. Cf<.(;SS SECT I )ll RIVET<: M.ain Stem RE.!..CH : 1.1nnameci Tri but~ r INPIJT [•escrii::t1cn: Statio1-, E:l:::!'/at-io?1 f•at_a num= S::a Ele'; :3to E!e·: Jr::: E!<c:i: Sl":a. E.!.~·.i '1':2 .i'.::· ii:.1: -.:::.J? : ( 31 (•. ~·; .J7 . 2.o. q 1 • i5 381J . (!} 384 .02 390. -r 399. ,)4 41l.19 581 .39 594 .28 6(JS. 6 6(16 . d7 610 . 71 804 . 34 953 . 34 960 . 35 1008 .39 1018 ?94 .~·5 296. (18 293.58 294 . (16 293 . 34 287 .21 284 .3 2&2 .98 282 .88 290.5B 292 .25 298 . 4 3 298 . 96 j6°l.u: Jt.9. 51 396.d3 4(1(!. 33 416. 4-1 se2 .a1 595. 71 605. 91 606. 93 610. 75 887 .45 954 .27 966. 12 302 .38 1010.02 301 .3 1018 .33 Manning's n Values J~: l .. "'O~ (1 l 391. :93 .57 39-. 293 . 91 4(10 : .. ·: 292 .G3 .Jl8.54 28G .86 58€.F: 264 .09 :C99.23 282 .96 EOf.13 282 .87 607.91 290 .67 611..J9 295 .93 906.5.J 298 .52 95/.59 299 . 38 1005. ~2 302.4 1010.66 301 .12 1018.95 num= ::?9~ C2 373 .J.:. ::94.E.:l '96.2- 2Ci3 .5.::. 39-. l 293.2 4(1'3 . .Jl 292.34 425.39 28$.92 580 .7.J 2<33 . .J 7 U1l .G6 282.93 c;.:.&.4~: 284.~:7 6(18.71 290 .66 "%.37 296 .88 936.48 298 .B2 958.66 302. 18 l(Hj/. 58 302 . 34 l t:1 1 E . .J 301 . 3 1 (12(1 2~€ .:1 3t~.-: ::93 .f:.-i, 396 .59 293 .57 39'.53 293 .2 1 -i 1i:1 .6€ 291 .<l 581 285.45 592 .31 283 .32 603.3 282 .91 606.78 28<.5 C!0.51 291 .89 802 .lB 297 .29 949.59 298 .87 959.9-1 302 .37 1007.9 301 .77 1017 .11 3(11 . 6 Sta n Val Sta n Val Sta n Val .1 0 .1 581 .06 610.75 Bank s a: Left Right Lengths: Left Channel P1ght 581 610 .75 CROSS SECTION IJIJT PIJT Profile Hl E.G. Elev lft) Vel Head {ft) W.S. El ev (ft) Crit Vl.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top <hdth lft) Vel Total fft/s) Max Ch! Dpth (f tl Conv. Total {cfs) Length vltd. (f t) Min Ch El (ft) Alpha Fr ctn Loss· r ft) C' E Loss lft) 289 . 71 0 . <8 289 .23 0.009257 857 .00 102 . 30 .28 6 .36 8907 . 5 101 .25 282 .87 l. 67 0. 29 0 . 13 2 .33 149 l.JB .75 Element· Wt . n-Val . Reach Len . (ft I Flow Area (sq ft) .A.r:ea (sq ftl Flow cfsl Top \Vidth I f t I Avg . Vel. (ft/s) Hj'dr:. Depth (ft) Conv. lcfs) Wetted Per. (ft) Shear (lb/sq fl) Stream Power !lb/ft s) Cum Volume (bcre-ftl Cum S.i:.. (acr:esl Coeff Contr. .1 Le ft OB 0 . 100 2 .33 70.86 70.86 99 . 07 73 .25 . 40 . 97 1029. 7 73 .28 0 . 56 .78 . 91 43 Z~3 . Li 294 .16 293 33 200 .3 2d.J . i 283. 18 2S2.88 ~90 .1-:. "92 . l 5 296 . 89 29S . 94 302 . 37 301 . 77 Ex par,. .3 channel 0 . 06(• H9.00 129.20 129.20 7 5 7. 93 29.05 5. 87 . <5 7877 .8 33. 45 2.23 13 .10 8 .65 1. 60 Right 1)8 140 .75 4 . l 5 2 .23 \'1arning : The conve;ance tatio (upstream ccnve1ance di·:ided by downstream conve1ance) is less than 0 .7 or: greater than 1 .4. This ma~-indicate the need for additional cross sections . CROSS SECTION Kl'.,,'t;K: Main ~tern REACH: l'nnamed Tril·u·_.:;:r Il.JPIJT E·escription: Station Elevation Data Sta Elev st~ l L 3. 71 373.77 377.91 399. 1).J 407.75 470. 02 553 .14 557.59 563.52 567. 84 578.56 615. 74 878 .6 892. 12 920.63 212.65 .51 .i(•4. SIC 295. 21 29.J.25 294 _.,~ 293. 12 285.35 286 .42 28(.49 2a3 .46 282 . 16 285.9 287. l 5 296.5 299. 61 301. 19 l J4 . 1 ~· 37.J . 26 379 . l [ _,95 . ·::t.- 40t. 31 4 84 • .J l 555 . 3 6 55-:. 72 564 . .J 0 568 .06 579 . 31 718 .44 8 7 9 . 65 900 . 21 920. 97 l\Uffi"' Elev 3L . 3- 29$. 1 295 . 65 293.39 293 .09 234 .79 286 . 4 7 2B6.46 282.85 262.23 285 .93 '9(•. 01 296.47 300. 3 301 . 18 Manning's n Values num= .::1 a i< J. J2". 3-; .J . 7 c: 379 93 396.3.~ l 11., l $39. (.. 555.$4 557.78 5(6. L 570. 7E' 579.86 785.43 883 .1 5 901 . 08 ~21. 08 Eli:::v 10. ~?. 94.46 94 . 90 9l. 51 34. L 93.23 86. t"1Cj 8f. ~7 a6. 4? a i -c:; S3 . 17 85.36 94. ·18 96. 38 00. 34 01 . 17 St:. Ele·: ~.o. __ J,·1ci.91 =:51 _5~. 2~5.23 375.93 294.71 3"3. !£ 295.88 J9E . .J.J L94.13 ·110:._•9 ~92 .36 5 47.23 286.28 5$5.'l 2~6 .49 558. 286.47 566.26 281.72 577.54 285.79 586.43 286.33 804.71 296.07 889.36 298 .8 902.24 300.6 921.26 301.17 Sta 82 .9€. 359 . 3 3 377 .55 384 . 11 399 .63 465 .54 550 .JC. 556 .95 559 . 34 566 .36 577.73 614 . 18 831.97 891 . 23 904. 91 924 .52 Ele•.' 308. l 9 295.23 294.33 295.€9 293. 91 205.95 28 6.:? ('~ 2 8 6. 62 286. 11 26 l. 65 285.87 237. 11 295.82 299.54 301 . 21 301 . 03 Sta r: •.:al Sta .-. . 1 ~ ~ c .. :, ~ E.ard: St <.t : L'=ft R1gh1: ~~:·.34 51-.:-..; . "t; l ii·..;?.: ft_ :-; • :: • c-_ i e·: ft Cr l '. ·:!,:. ft E .G. 51-:·r~.: ft/f': ~ :oz:ul · i.:; Tcr :'lld-r ft · ·-=1 1 c i:.a _ ft/ s i ~-1oz r..:~·,l Lt-th 1ft. C'Jra ·. T ... u:i: ,;f~ LE•. J' :, ·::t_-1. ft t•; i_ I I ·r, ~~ ! f::. Frctr. L·Js.= 'ft c [. E. j,:).;:;,.::: tt r: ·.;al Sta r. ·.:al Leng ths : Le f t Chai.nel ; s . "' :,_:~,·· •• ..! l,::'.C· •.::. .. _:_33~-~ 11 _,-._ l . •_l ,•!i. l . 1: 1~1. -t El-::r.<:r,i: 11-"i:: . rea'"'.'h LE:r •. rt: flc•· .:·ri::.:1 .:q ::- _.:.:_r-;3 t"':: ft Fl,..,,; -~ r.::: Ti::µ ;·~.1. Jtt. .1.. ~-V~. ·:~l . : f:J:;; Hydr . [·.:;r-r. t: ... ·- '.:on•1 . cf..:: ~Lear U-·/~q it 5t.r::am f'o·.·1.;-~· · lC. tr Cum 'olume ~Lrt:-t• Cum ~:.:._ 'il.(·r.:s Coef f Cont r. ' !. l: -. -. 11 ! .i·· t.J _.: .•• . ~ Expan. Ll. ~· 1 1)(•.l: 1• .. :..1° l' r:1 lit .1•· ~ s.- ,· . .:. i •J • ~ ! , . ..:._ -. •. ~ -:·. -~ l. '. ·. :-i -=~ .. 11;. < ... 1 ·).l•· Main Stem -Revised Existing Conditions t·.:arnir,a: The conveyance ratio {upstream c.:or.ve:1a r1ce divided by do·~111:::.i:ream ccnvej'an-:.:<::1 1s le.;:; . .:; than •). or greater than 1 .-t . This may indicate U1e need for ar!d11:io1.al cross sections . RIVER: Ma1n Stem FE.;;cH: '.lnnamed Tributar INPUT [•~scr 1 pt ion : Station Elevation Data Sta Elev Sta 312.64 .16 83.12 J08 .l 124 .75 327.9:> 294 .62 3€9.4 295.32 376.27 296 .6 388.29 294.48 395.66 294.06 411 .94 293.11 57~.91 287.06 585.89 285.64 591.35 281.24 609 .l 286 .6 621 .2 2B5. l 7 795.98 292 .42 33(•. 92 371 . 56 376. 4 4 389. 81 398. f6 415.95 5713 .'3 586. !JI 591.98 609. 41 €28 .01 875 RS : 5165 num= Elev 312 .4 304. 8 294. 7 £94 .83 296.79 294 . 18 293.85 292 .57 286.66 285.55 280.74 285.H 285 .2 297 . 18 Manning's n Values num= 68 Sta 26.63 132 .9 356.24 :P3. 66 382. 19 394.45 ~06 .37 417 .36 58 5. 52 586. 91 592. 4 5 609. 4 s 64 3. 5~ 920.74 Sta n Val Sta n Val Sta 0 .1 573 .38 .06 608 .92 El ev 310. 26 30-1. 1 L95.35 294 . 34 295.66 293. 28 293.11 292. 39 265. 72 284.82 280.92 285.09 285,71 300. 05 n Val .I Sta <:. ... 89 136.89 357 .53 374 . 13 383.07 394 . n 406.7£. 518.55 585.68 589.32 608. 7 623 .3 655. l .J Elev Jl)9 . 73 3(1(1 . 89 295 .34 294 . 24 295 . 34 293 .94 293 .('7 2B9. 4 285 .64 282 .88 287 .23 2B5 . 15 205 . 91 Sta 57 ,76 .!. 96. 73 3513 . 1)9 375.03 3'36. 26 395.04 4 O". 9i:l 573 .31?' 585 .7€ 591. 2 5 600 . 92 O..:. 0 . l?J 7 59.34 Bank Sta: Left R1ght 573 .38 608 .92 Lengths : Lef t Channel 6 .25 51.14 Fight 10.71 Coeff r;ontr . .1 CROSS SECTION OUTPUT Profile 41 E.G. Elev lftl \-·el Head (ft) "-S. Elev lft) Crit Vl .S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top ihdth I ft Vel Total (ft's) Max Chi Dpth lftl Con'J. Total '..:fsl Leng ti. l<Jtd. 1 ft Min Ch El (ft I .'-..lpf,;1 Frcl:r1 L1 SS (lt! C & E L,ss (ft, CP(1SS :'.E:CTION FIVEP: l~a1n Stem RE.r...CH : l_lnnamed T?:"lbutar I!JPl_IT C-escr1ption: Station Elevat1on Sta Elev 0 304 .34 84 .43 300.06 139.48 297.12 234 .51 289.05 272.37 284.45 2"7.1"' 283.89 Data Sta 9.59 87.21 139. f6 235.86 213.3 277 .36 289.07 0. 10 288". 9" .002719 857.00 189.59 .92 P.23 1E-1.'~.6 .:>11 _ 15 28(1. --t 7 ·1 PS' 511 < num= Elev 303. 7e 299.64 297 .25 288 .86 284.35 283 .9< Element Vlt . n-Val . Reach Len. ( ftl Flow .n.rea (sq ft) .l1.?:"ea (sq ft J Flow (cfsl Top ~'1dth lftl Ava . Ve l . ( ft/sl Hydr. Depth (ft1 Con·.;. refs ~·letted Per . ft Shear lb/sq ft 1 Stredm PcH<:>r tlb lt. s Cum \'olume 1acre-r1~ cum ;:_:._ 1 o::res 53 Sta 20. 16 94 .66 183. 43 236.67 274 .7 277.48 El ev 303.09 2 99. 5 7 294.38 268. 75 284 .22 283.78 Sta 62 . 31 l 36. :;:g 199.11 254 .85 274 .79 278.€1 El ev 30 l. 2 2 297 . 4 f; 292 .86 286 . 19 284 .21 282 .32 Left rJB 0 . l•J( .2• 33 .61 33 . f./ :i 3 . (1>? I~ • Et: r . 78 I I • l :~ r•.••=· .L Sta 62.-;' 5 li0.36 199.36 268 .87 2-=6. 7 6 ~&O . 19 Elev 309.4C: 293 .82 295 . 34 296 .11 294 . t::7 294 . 11 292 . 99 287 .41 285 .63 281 .32 287 .32 285 . 1 7 290 . 8.:J Ex pan .3 Channel 0 . 060 51 .14 14 9 . 51 149 .51 -175 . 92 35 . 5.J 3 . H1 4 . 21 :312€. - :n.-::'1 l•.i:"·i.· (19 -. 91 . 4-t Elev ){Jl .18 297 .4 ~ 29.2 . 83 284 .79 284. 01 280 .27 Right OB 0 . 100 10. 11 263.27 2E3.27 358. 9S 11(1.91 l. 3€ 2. J7 11~. -c. 1) . :i ,~, • ~ 1 l . ~ c. B4 . ~8 . 96. 320. 4 90. -- Mar,nin';I ' s St.:i .: . 6 . g 1.4 ··~1u:s .. E::!. .1 E.G. E:_e • •ft ·:el Head •.- ~·.:.:: Elev it r:.r l t ;·;. s. f 1_ c. . ..,. Slcr.E ft fr. ·~ Tota: ·<f~ TOJ:' i•iidth f:' \"el Toted .(tlsi ~-1ax Chl C1 ... t:h 1ft1 Conv . Total cfs1 Length Wtd. ! ft} Min Ch El ft) ~.lpha Frctn Loss (ftl C & E Loss : ft l s-_c < .19 . (•3 .lC r.ilm"" n ···a! .11 -' ' ~ .. j. 11-:::. (•(! 197 . l~ 2 . (14 t . 57 "".:...2(11_', 3 C?.. Ot:- 2-3(1 . ?.7 .20 o. 29 .03 4 - 35 . (1 .:--c. 3 9S:.9 3 . ...., . ,:.-; ;, '/;;i1 .1 :nanr,e-1 Elem~nt ~·J t . r. -'! .:i l . P.1 ~h'." =". j; F<ea::J-, L~n . :ft flo·.-1 ."".rea s:::i: ft . ~.rea s1 tt flOH •('f51 Top ihdth 1 f:) .~.·:g . ··e1. (ft/s. Hfdr . Depth {ft Conv . 1cfs 1 Ni:tted Pe-r. (ft\ Shear ilb/sq ft) Stream Power (lb; ft s} Cum Volume (acre-ft\ Cum s.r:i. (acres) -. 11 -4" '.9' Coe ff Co:;t!.". .l Lef1_ u". •).!•:" l •.'. c, 9-:-. "'." ':: ~;.BI i ... n 2. s: ?.675. 9 39 . 1(1 l). 4 3 0. £1 Ct . 42 l_l . c 5 . •). . r.,:h.:n111el (•.· I~ 5. LZ=. 18. •>•:' 4 -"' €. ;,~ l (11):. l - 21 .55 .1)r) l .19 .75 -41 ''.!"' ·P . ~ .:-~4 --' ;. 4' . '.Z2 !.-1.: .F ·4 42. c: 14•). 3•) 0.4:: 0. C:tJ l.L Main Stem -Revised Existing Conditions W~rning : The conveyance ratio (upstream conveyance divided bJ downstream conveyance· is less ~han 0 ., or greater than 1.4. This may indicate the need for additional cross sections . CPOSS SECTI(itl RIVER: Ma111 Stem REACH: Unnamed Tributar lflPIJT tiescription: Station Elevation Data Sta Elev Sta 73 . 08 158.54 264 . I 273 .86 289 .58 395 .46 62L . 43 303.8 10.?.3 299.7 77_3c 294.58 Z65 . 01 ZBI . 5 288 .35 287. 7f., 298 . 7? 188.B2 269.61 277.45 292. 37 103.47 629. 8 3 P.S : 5024 num= Elev 302 .6 298 .04 291 -12 284 .82 201.49 288 . 41 2B8 . I 299.39 Manning 's n Values num: 38 Sta 71. 76 124.82 197.76 269.93 281 .74 296. 03 451 . 74 633 93 Sta n Val Sta n Val Sta 0 . 1 269. 61 . 06 289. 58 Elev 300. 21 293.75 290.09 284 .8 2B!.49 L88.4B 268.63 299.66 n Val .1 Sta 72 . 5! 128 .73 213 . 96 270 .03 285.27 297 .66 454 .06 Elev 300.15 296. 6 285.62 284 -81 Z81 .48 288 -18 288 .87 Sta 72 . 61 148 .52 239 .96 270 .38 287 -16 297 .93 612 -03 Bank Sta: Left Right 269. 61 289. 58 Lengths : Left Channel 43 .96 118.! Right 28 .33 Coeff Contr. .I CROSS SECTION OLITPIJT Profile ijJ E.G. Elev (ft) Vel Head (ft) YJ .S . Elev (ft Crit iV.S . (ft. E.G . Slope 1 ft/ft/ Q Total {C[S) Top ~·Jidth 1 ftJ Ma:.< Ch! Lpt:h lfti Conv. Total 1~·fs1 Length Wt-:.!. 1 fl. l Min Ch El (ft• 1'.lpha ftctn Los::: •tt1 C l E Los... ft, £:88 .66 0 .46 288.20 O. U09529 1162 .00 197 . 10 } -94 6 .72 119(1). 7 ti.,. 3'2 1-'l . .JI'.' I 92 •). 61 ~). 07 Element Wt . n-Val . Reach Len . (ft) flm·J Area (sq f t) P..rea sq ft) flow (cfsl Top Width I ft! ,;\.~. ·.,·el . 1fl/::;1 Hydr . Depth (ft) C'Jn". tcfs) t·1etted Per . /ft) Shear flb/sq ftl SI r-=am Power (lb/ft :51 Cum ~·olume (acre-ft :um SA facres• Warning: Divided rlow comput~d for this cross-~ection . CROSS SECTIOfl RIVER: Main Slem REP..CH: Unnamed Tributar INPUT Description: Station Elevation Sta Ele'-i 0 306.76 110.48 297.21 174 .33 291.19 Data Sta 41. 77 162 -51 17 5 . 34 RS: 4906 num= Elev 3u<.03 2 94. 7 5 289 .32 44 Sta 83 .93 172 . 28 179.67 Elev 301 294 .97 281 .34 Sta 102. 72 173.22 181 .91 Elev 300.17 293.22 281.22 Left OB 0.100 43 .96 158 . 22 158 . 22 415.25 64 .68 .02 . 45 4253.9 65 .01 45 . 8C• 0 25 0. 41'1 Sta 109.63 174 .19 184. 72 Elev 299. BfJ 295 .34 285 . SJ 284 . 51 284.49 ZBB .18 298 .27 Expan. .3 Channel 0 .060 11e:.10 111. 48 11l.18 ,, 0 • 50 19. (. 8 5.61 .... 51.J. l 2.J. -.:: 3 1"""'. s~ -. rt, 1. Ele"· 299. 61 291. 4 4 2B 1. 06 R1qht OB 0.100 28.33 24.95 24 .95 LL2-6 112. 5-l •_I . 5.J (I. 2..:. 1 3~.,;, 112. =-~~ n. 13 -·~9 18 . 91 19 9 . € :J5 . 7-l : l . C·~· Vianr, l r:.:;i ' s Sta .6 .9 .3 . lt . 93 ·'' Sta • -: . '1 .l . 9 .l 19 . ~1 19 . o9 6.S . 9-l ·. c. -54 rium-- r: "~l " 0 . . 3 .l l So • 31 1 €.: 34;. -i. 4:i-l . _,_.q ."'l .92 Fi =:i:-·• .c·.=.: [ i ..:or.t ::-. .1 E.G. !::l;v tr:· ··e1 l!<..~d · 1-: ioi. S. Ele·1 fr. Cr! r. :.·.'.::;. E.G. ~-1 r-.:; 1 r r [:: ~· Tct~l ::f::: Top .-i1dr::-. ·r: Vel Tot.:.1 [r/s Max Ctd :•t=-"tl"! r ft r::on·;. To1~al 1cfs Length ~·ltd . ft M1n Ch El ift 1'.lpha Fr,...tn Loss !ft' C i. E Loss !fti .:. ~· 11( .• !' ~ ( ·~ . :· ! '.:.:4 is j c~ i . ~ ..J 8 . 5-; . 9~ .... 22 E~ en.E:r1i: ;·i· . n-.. :i l. F~6r.Ci. Ler.. · rr Flo·..; .:..i c;_.. ::.1 fr: J•.red .:;q t t flo•·• .:: f s Top "lldr:h ·ft:. l-·.'J(J . •.·~1 . • f 1. I;:; Hydr . [•epth 1 tr:. Con·.1 1cfs) ~·Jetted Per. •ft Shear 'lb/s~ fr. Stream f'ower {lb/ ri: sJ Cum Volume (acre-ft1 Cum S.U. ! acres l ~·larn1n·~: t·1vided flow computed for this cross-secticri. CROSS SECT I t)tl FIVER: Main St:em REACH: Unnamed Tributar HIPUT Description: Station Elevation Data Sta Elev Sta 0 30l.99 55.83 100.09 282 .~f 101.45 1(•5.54 2e.o .9 111 .89 129.49 283.95 166.83 261 .59 287.65 265 292.67 287.59 296.61 417.59 269.16 455.08 RS : 4~ l t num= Elev )1)4 . 53 281 .39 !:81.29 263 .73 287 .79 287.7B 289.7B Manning's n Values num: 34 Sta 62 .04 102 . 18 121.25 205 . 41 266 297 . 24 566 .56 Sta n Val Sta n Val Sta 1 100.09 .06 121 .25 Elev 304. 18 280 89 283.95 285 32 288. 13 287. 79 296. 54 n Val 1 Sta ""8 . l18 102. 25 121 . 4 205.91 290.72 297.53 635.01 Elev 303 .16 280 .89 .:83 .99 285 .34 287 . 4 9 287 .79 2 99 . 4 3 ; . ~ .. t). -r7 (1 . )7 Sta 79.87 105.15 121 . 7J 259 .75 291.47 373 .69 Bank Sta: Left Right 1 (l(I 09 121 . 2 5 Lengths: Left Channel 125.39 102.68 Right 35.64 Coeff Contr. .I CROSS SECTION OUTPUT Profile Hl E.G. Ele·: !ft Vel Head ( ftJ \·J .S. Ele·' fft1 Crit W.S. ~ft) E.G. Slope lft'ft' Total (cfs) Top l'Hdlh (tt Vel Total (ft s) Max Chl ['pth (tt Conv. Tot:al { fs Length \'lld . !ftl f.11n Ch El · l t ;..lpha Frctn Loss ft: C !:. E Lo.:;5 fr 231.75 0 . J 9 267.57 0 .00363i 1162 . !)(• 216 . 21 . 37 6 . C-9 19~€9 .: 72 .Cl 2t=-'(1 , 88' 2 . 12 1). 3~ rl .(11 Element Wt . n-Val . Reac.;h Len. (ft) flow .::i.rea (sq rt Area (sq ft) Flow 1cfsl Top l'hdth (fr) A·1g . Vel . 1ft1s H:,;dr. Depth tt Con·J .. cfs1 11ett:erl Per . ft Shear !lb/sq ft Stream P~~-ier 1 lL.'fr. sl Cum Volum>? 1-:icr-=-rr:. Cum s.; la::-r-:s I i·1arnin9: Di1.'ided t\oyi computed for rh1s cross-secti-on. Cf<OSS SEt:'TI1JlJ Rl\'ER: Maui SU:m PEACH: Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 302 .46 41 . 76 300 .19 50. 79 279.66 61. 73 261.94 Data Sta 29. 4 43 .93 Sl . 56 62 .56 PS : 4716 num-= Elev 300 44 294.7 279 .86 282 .08 36 Sta 31.06 46. 54 54 .6 70.13 Elev 300.33 288.08 219.16 263.43 Sta 31 . 77 48.26 54 . 87 71 .12 Elev 300. 32 283 .7 280. 13 283.66 Left OB 0 . 10(1 125. 39 12. 94 12.9< 17 .14 5 . 27 l . 32 2 .4~ 234. ~ 7 . 2(• t).-ll 0 . 54 o.-:t:i 1). 3- Sta 32.39 49.77 54 .99 71. 6 + .• •.•(..•. :.:..•) 11,,. ,4 (1 7 .7£ 21 . ~·1· c: 15 c. -1: 8161.5 2£ 28 . (;3 o.41 7 . 19 l 32 Elev 30 l. 4 9 280.88 283 .99 267 .57 287 .53 287 .29 Ex pan. .3 Channel 0 .060 l 02. 68 122. 13 122.13 568. 4 4 21.16 4.65 5. 77 9 "12 6 22 IJ I . 5 . 1. - Elev 300.31 279.91 280.74 263.45 Main Stem -Revised Existing Conditions pl:;;!-.:: :::. •).l 5·i-l . 1::. 1 l. 719(•.: 105 . 41 i). 5~ 1 . 2 . Right OB 0.100 35 . 84 354 .n 354 . 47 576. 42 189. 78 .63 .&7 9559. (1 16:':?. 88 0 . 42 0 .6Ci 2. ~4 l. 11 73 . 99 231.61 242 .3E 600 .39 e3.45 .95 B7 .?2 23 .9'1 2.1 . .J~ 9.' 1)(•. 18 &3 .5 13 .73 285. i. i.7 23 . 11 8" .1 37 .95 289. 166. 17 24 l .fJ4 4(15 . (12 ~€. 1 19(·. "".' C."' 242 . I). -I€. 419 . 9 Manning's n ·.,·alues num::: Sta n ·:al Sta n ~'al Sta n \'al . l ~ C. ~-: . r)€. .1 E;n~· Sta: Le f ~- 4'. :- P.i9i.t -1··. l::. Lengths : L~ ft Cr,annc.:. l'"'. ! C·:i. c-Fl :;ii: 1-. "."? Coeti Cor.:::r . .l CP•JSS SECTE;!~ Oi_ITP1.!T f.-rof i le r l E.G. Elev t"t1 \'el Hea.::f 1 ft; ~V .S . El'='' tft Crit \·i.S. lft E .G. Slop<:! 1ft ft (. Total fs Top ~·11dt.h ft ·,/el. Total (ft/s) Max Chl Dpth ·ft· Conv. Total icfs Length ~'ltd . (ft M1n Ch El • ftl ~.lpha Frctn Loss I ft) Cl E Loss 'ft) CROSS SECTDN RIVER: Main Stem REACH : Unnamed Tributar lflPIJT [Jes er iption: Station Elevation Data Sta Elev Sta I) 61 . 62 198 . 32 239.2 246 . 47 2 60 . 86 265 .26 268 . 12 269. 2 276.75 336.62 652 .11 )(12 . 55 297 .l 285 .44 283 282.63 2751. 17 276.39 276.09 27i.99 285.75 286. 76 30Q. 8 .26 L .76 227.96 241 .65 250. 4 3 261.49 265.72 268. 19 269.36 278.44 42"'.49 Hanning' s n Va 1 ues Sta n Val Sta 0 .1 24C.ll Bank Sta: Left Right 246.11 273.li '.;,E\-. 4i" t) .• ;l 11 c:: .. ·:·-' l.J:LL 3 . 14 l .:JiJJ(J ,_. 125 -::: 219 .70 2.05 0 .67 0 . 02 RS : .:J 547 num= Elev 302.53 296.98 283.67 282.85 281. 67 279.06 278.31 278.08 277. 98 285.67 290. 67 num= :::.:.ement ;~t . n-Val . reach Le-n. ft. Flo·t1 .'-.r€o sq ft_: _;:i._r'=a .s~ ft Flo·.·: 'cf;: Toi:-W1-j· r I ft; .r..vg . Hel. If t/s 1 Hydr. C·erch •ft Com.-. .:fsl \~ett~d ?er. (ft· Shear !lb;sq ft1 Stream Power (lb/ft 51 Cum Volume (acre-ft! Cum S.ti. (acres) 56 Sta Elev 29.56 300.52 65.9 296.64 235.97 283.19 244 .75 282.67 255.2 280.53 262.24 278.92 265.84 278.3 268.31 278.07 269.7 278.54 308 .l 286.23 448.27 291.06 Sta 29. 9 116.61 237.22 244.95 2 55. 7 3 263.43 267.04 268.65 273 .12 309. 77 500. 4 6 Elev 3(1(1 . 52 c93 .3 283. 12 282 .66 280 .'1 278 .71 278 .19 278 . Oil 284 .25 286.27 294 . 24 n Val Sta n Val .1 .06 273.1 2 Lt ft :.E- ·•. l .J • 17 . -: 1.:-1 1 . (.~· ~4 . - 3 . f~ i"i . 2 s (i . .:..Z •.'. 7-1 o. 36 Sta 32 .61 173. 21 238 .69 246 . 11 257 .4< 264. 42 267 .6 269. 12 274 .09 331 .32 651 .23 Lengths : Left Channel 42 .17 91.4' Right 46 . 45 Coe ff Con tr. .1 CROSS SECTION OIJTPIJT Profile ol E .G. Elev fft) Ve! Head I ft I w.s. Elev (ft) Cr it <·I. S . (ft l E .G. Slope lft/fl) Q Total (cfs) Top 1"/idth I ft) ·:cl Tutdl ft1 .::;;i Max Chl [·pth (ft 1 Conv. Total lcfs.1 Length w·d. 'ft Min Ch El ftJ .P.lpha fr ctn L'Jss r ft: 1 C r. E Less (ft) CROSS SECT !ON RI'/ER: Main Stem REACH : Unnamed Tr ibutar INPUT Description: Stati on Elevation Data Sta Ele•; Sta 0 301.92 14 .21 132 .81 £92 .41 139 .29 205.62 284 .14 206 .27 252.06 262 .87 270.12 278.48 282 .7 Z81 .19 286 . 51 0 . 52 285 .99 0.007343 1162 .00 101 . RS .01 13560. () 07.13 277 . :::~ 1 . (3 IJ . 4 ·: Q. 07 RS : 4456 num= Elev 300 . 94 291. 83 284 .13 282 .29 281.34 Element \'It . n-Val. Reach Len. (ft) FlovJ Area (sq ft) Area 1sq ftl flow !cfsl Top \·hdth (f t l .;vy . ·;t::l. iLL1::;1 Hydr. L·erth (ft) Conv. ICfS) \·~ette::I Fer. (ft) Shear 'lb. sq ft 1 Stream P:>wer {lb/ft s• Cum '.-'olume (acre-:t Cum SF·. acres 49 Sta 23.61 201 .88 208. 38 274 .06 286.45 Elev 299.93 284. 31 284.09 282.49 278.71 Sta 129. 52 204.25 208.83 277.75 288.66 Elev 292.7 284 . 18 284. 07 282.67 278 . 4 Left OB 0 .100 42 . 17 95 .83 95 .83 J 62 . 05 52.47 l .Si(• 1. 83 n2<.5 52.59 0 .84 1. 59 I). 71. o .~s Sta 131.85 204. 71 210 .66 278.1 288 . 92 .12 . :4 .01 l ( ~ . c: LI i: l ~.:,..;. - _ l. c ~ !:: .. ( ~ l . 9'.' 1 (1 • b '7 C.6€ l. 22 Elev 3(10 . 19 28~.4 283 .03 282 .63 279.99 278 . 54 278 . 14 276 285 .86 2 B 6 . 67 300.72 Expan . .3 ChannEl 0 . 060 91. 47 156.68 156.68 977. 94 27. 0.1 0. 24 5. ij(1 11412. 1 31. Ot. . 31 14. 4 . •.12 1.1, Elev 2 92 . 4 9 284 .15 283 .97 282 .68 276 .37 Main Stem -Revised Existing Conditions ;-. !. :ih~ :-e •.'.! l". 24;. 4!. j -1 .• l ! '-:. ~:: 2. I.!:: s C:I).~ . ' l:i.•).•"•C:· 1 . €0 1. 99 1.01 Right 08 •) .100 46 .45 4.62 4.62 2.00 22 .16 v . ·L:. .21 23. 4 :3.2; .(•;) . ·-·~ . 94 .9b 29 . 3B 29 . 17 2S: . 64 30 . 93 41:1 . 9( 78.03 292 .23 2,7 .91 77.3E 296.55 277 .31 :;1. Sd 3l•O. 6 281 . 72 82.72 314 .11 283 .36 92 .33 112(1.1)'.;: 2~2 . •2 11anr1ng's n Values num= Sta n '/al .! Sta 2i I.JC, '' '/al 294 .45 277 .6 295.79 2'7 .4 297 .4 279.81 29~.4 5 279.9 )(H),:,} 281 .73 )(!l.}7 2~1 . 359.12 288 .93 392.7; 290. f•)9 .l-300.99 C'.20 .4 31Jl .c: Sta 29~ .. c ..i n Val .I 296.05 297 . 94 3(17 i:ic 4(t4 . 8t Bani: Sta : Left Right Li:!ngths: L~ft '..:h.anr,el '.:cefi r.:ontr . 281 . lS· ""9,;;_c:~ E.G. Elev (ft· '.'o:l Head (ft; vi . t . Ele·~· 1 ft Cr l::. VI . S. I ft E.G. Slope I fr_/ ft 1:,., Total !cfs· Top thdth 1 ft· 1/el Total (ft/s\ Max Chl [ipth 'ft; Conv . Total (c;fsl Length Htd. !ftl Min Ch El (ft) !dpha Frctn Loss \ft) c c.. E Loss (ft1 CROSS SECTION RIVER: Main Stem RE.l\CH: Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 301.95 140.35 292 .09 207 .73 284 .36 275.74 282.48 265.24 282.21 294 . 279.64 305 .8 277 .4 315 .7 285.06 319.36 289 .2 581.02 301.79 Data Sta 9 . 29 202 .61 209 . 07 278 .17 286 .57 300 .93 306 . 22 316 . 73 366.9 .i~5 .92 29 '-'· <J.:!?•1;..7 11 E2 . (•I) 142.55 . 91 B.30 164 ::is . 1 4 4 . 64 277 .31 .22 !J . 24 JJl RS : 4401 num= Elev 301 31 284 .58 284 .34 282 .42 282 . 13 277 .54 277 . 42 286 .37 291 .69 14anning's n Values num= 1 c .. 2 5-l .13 Element :·Jt . n-'.'a l P.ea #•h Len . flow Area .:..rea 1 s::i f i: · fl0\1 !Cf.5· TopWiclth !f1~, .n.vg . Vel lft Hydr. (•epth 1 ft Conv. !cf si \·Jetted Per . !ft) Shear I lb/sq ft, Stream Power {lb/ft Cum Volume 1acr~-ft1 Cum SP.. (acres) 46 Sta 12. 74 205.85 210. 64 281 .63 286 .'~ 301. '36 30£.3 317 .65 374.85 Elev 301 06 284.39 234.25 282.32 282 .03 277. 3 277. 42 287.55 292. 12 Sta 15 . 99 206 .31 211 .l 284 .53 286.9 301 . 73 306. 91 312.28 450.82 Sta n Val Sta n Val Sta n Va 1 .I 0 .I 288 .48 .06 318 .93 Bank Sta : Left Right Lengths: Left Channel Right 286 .48 318 .93 CROSS SECTION OUTPUT Profile ff ! E.G. Elev lftl- Vel Head lftl «.S. El ev (ftl Crit \-L S. (ft) E.G. S l ope (ft_/ft "" Total (cfs Top Width lft) \'el Total I fl/s) Mai'. Chl tipth ! ft) Co11\·. Total icfs · Length ~Jtd . 1ft) Min rh El fLtJ J·.lpho frctn Loss ft:J cl E Loss lft1 285.73 0 .38 285.36 0 .005658 1238.00 119. 78 .59 . ll l t.J 52. 1 93. 1 - J~ l . u l 16.75 112.36 159.24 Element Wt .. n-Val . Reach Len . ( (t:} Fl01-1 .n.rea (sq ft) .!i·.rea (sq ft) flow (cfs) Top Width (fl) r.vg . Vel . ft 's 1 Hydr. Depth {ft_) Ccn·· tcfs :·Jet •_ed Per . t t. Shear 1lb1s1 ft. Stream Po-.-1er ilt-ft Cum ··01ume ~acr~-rt _um s.; acrf.'s Ele·; 300. 7C:., 20.J . 39 2a4 .23 282 .25 282 . 13 277 .28 277 .45 288 .35 295. I .! '.'.l••(• 2: ''.l! .:. . .:. ~! 53<:.J . -l ql .23 •.1 . 71 . 29 •.I . 51 \). 28 Sta 134 . 32 207 .23 211.73 284 .6 LBS .48 301 . 87 310. 76 318.93 518. 07 Coeff Contr .I Left OB •l . JOO 16.75 180. 38 180. 38 31-l . 56 92.33 I . 74 .95 ..J 1-;l. g 92.55 c .€9 I . .:. ~1 d • .Jt •). 2-l .3B &1 . 3' . 56 .. (•((• :·.J . ! 3 ' 1 ~. l •) 1:"1 .I<• .: .· ~· . 1 l j '. ~ 5 6. c 3 5:}51 . 1 2 l. !(J 1. 75 9 .69 . 08 Elev 292 . 3 I 284. 37 284. 19 282 24 281 62 277 .23 278 Bl 289.17 298 .18 Expan . .3 Channel 0 . 060 112 . 36 164 . 76 1 L-4 . 76 923 . 44 27 . 4 6 s. 00 6 . 00 12.:. '6. 4 j l . 57 I 84 l •). 33 s. C.6 1. 1)$ Main Stem -Revised Existing Conditions R,. ~ht )E .1 'l . 5. 1: ..i . :;-i . :)1 l . ;- L . J 2 1-1(•. 2 34 .SC l). 65 l.12 l. 9u 0.95 Right OB 159. 24 . &·I •). 93 Warninry: The conveyance ratio \upstream co11··e~ance d1'1ideJ b~· downstream =cnve~·ance1 lS less than 11 . 7 or ~reater than l.•l. This may ind1r;a1 the need for add1tionaf cross sections . CP'~-'SS $ECTI0U RIVER: Main Stem PE.r...cH: Unnamed Tr ibutar HIPUT t1escriplion: Station Elevation Data Sta Elev Sta 0 301 .93 12 .75 204.54 285.67 20'.68 212.89 285.05 213 .14 PS : 42F-9 num= Elev 300 . 98 285 . 31 2e5 .o5 69 Sta 30. I 210 .74 214 . l 3 Elev 299.31 285 .14 285. 04 Sta 136. 06 212.26 214 . 6 Elev 291 . 3~ ..::85 .06 295.01 Sta 167. 16 212. 5; 217.94 Elev 290 .02 2 8 5. 06 2s.i .a3 255 . 302 . 325 . 3q I. L 3q3 _ 353 . (• 363 . 521 . 544 .3 ~-:-;. - ~91 ~ 93 56 .4' 2 . 15 1 ~·. 21 .c~ .Z:7.fJ9 -c:_92 34:;:,; -6 .€7 344 .21 ~ .• ).9l· 35-l.o: 7 7 . (;l 3-£. 11 ~:1 .59 529.33 9-l .53 54-l.4} .:.~:~.IC 59•:0 .~: J•S-·Fi3 .4: 283.9 2€8.SB 283 .24 298 .2€ 'J.:...16 319.96 279 .38 320 .3& ~e .s5 329.s 21a .26 332 .35 ,C:.75 342.94 276 .74 343.2 c..El 344.32 216.€ 346.51 ~2 .13 361.5€ 2Bl.2 362 .1 6 aS .45 376 .34 265 .47 39B .E€ 91 .93 530 .29 292 .35 530.c 94.5-l 5114 .54 294 .54 573.15 9-:.1.1 591 .52 29-: .. :ic:. 591 .•:· 9-:.24 €1€.21 ?9-:.~ 0 11 .~ 82 .29 299.Bd 79.33 323 .7 77 .93 338 .95 76.71 343.55 7L37 3-H .e 61 .65 3€3.11 ~6 . 72 so-: .99 92 .52 531.0:;; 95.99 5-;5.21 97 .1)0 595.l 297 .9 11anning's i: ··a1u~s num= Sta '1a l Sta n Val Sta .:• .l ~1-. _1 ,,;:. 354 .€:.? .I Ban!· Sta: L~tt Ri9ht: ::.1.:. . _ l 35-l . c.:. Lo:not:.t.s: Left Chanr.el 1::.3.f i;l. i~ Bight 13. 3:- CF')SS SEi::Tl·)I~ ·:..l.1TP'1T ~rofil~ 0 E.G. Elt:-" ft "-''=1 Hea'J 'ft_! ~·LS . Ele·; ft; Crit W.S. ft) E .G. Slope !ft/ft/ Q Total (CfSj Top \hdth ft) Vel Total 'ft/s1 Ma x Chi E•pth I f t Conv . Total (cf s) Length Wtd. tft) Min Ch El (fti .ll..lpha f'rctn Loss (ft) C & E Loss {ft) 2 ~-: • .) r (•. 2 j Zt>S .1 2 (I . (102498 1238. 0(1 147.Cf 2.85 a.78 2477(1. 3 69. 94 276. 34 1. 85 0. 27 0 .02 E 1 emer. t ~·~t . n-'-·c 1. Rea er, Len. t ft J flow Area tsq ft i Area (sq ft) flow (cfs' Top l\lidth { ftl .~vg . Vel. (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear tlb/sq ft) Stream Power (lb/ft s) Cum Volume {acre-fti Cum SP.. !acres) C0eff .::0r,t:. Left .:.B (1 . 11.11 19. 3 :" 117.65 1 71 .6~ 184.77 I 07. 1 3 .04 1. 6€ 3697 .0 107 .18 I). 2 [ (J . 27 0. 42 0. 20 .2q .94 .15 7 f.. 6~ 7€.3" 81 . €3 91. 92.C- 9C . •)l: 9-;. (1:.=t Shannel 0 .(1(•) &l . ('I 249.93 249.93 l t)4 8. 12 36.q7 4.19 .85 2tJ97 l. l 41). (18 0 . 97 4.08 5.12 0. 97 Main Stem -Revised Existing Conditions R i 'Jht . ~ 1:•.!(1(1 l j . .:-: c. 1)1 6 . o-: 5 . I I 4 . 06 o. d4 1.50 ltj2. 2 5 . 04 0 .19 .I . 16 . 8 3 I). 92 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sectio11s. CROSS SECTION RIVER: Main Stem REACH : l.lnnamed Tributar INPUT Description : Station Elevation Sta Elev 0 301. B7 218 .76 286.31 221 .a4 229.38 238 . 19 250.05 255. 18 321. 8 q66.09 q99.38 5q7 _q5 556. 05 282 .91 27€-.65 279.37 280. 28 280.59 284.22 290.56 293 . 08 296 296.26 Data Sta 12. 97 219_q s 22:i . 81 232. 4 5 238 .51 250.qJ 257 . 51 322 .3 q77 . 5 500. Bl 5q8 .32 563. 26 RS: 4207 num= Elev 300.89 286.33 281 . 42 276 .7 279.51 280.2B 280.77 284 .05 290.47 293.29 296.07 296.29 Hann1ng's n Values num= 60 Sta 52.97 220. 08 226 .19 235. I q 239 . 9 251. 51 2 59. 94 323.68 486.56 501 . qs 551. 19 572. 42 Sta 11 Val Sta n Val Sta .l 222 .07 .06 250.41 Elev 297. 04 285. q6 276 .6 277.95 280.16 280.29 280.97 283.84 290.86 293.39 296 .1 296.62 n »/a l .1 Sta H0 .93 220 . 49 228. 4.S 237 .43 2H . 7 3 252 .53 313 .55 338 .77 487.83 503. 16 55q. 2q 576 _q9 Elev 290 . 03 284.87 2'6 .63 279 .02 280 .18 280 .38 285 .27 2sq .69 291.q1 293 .63 296 296 .81 Sta 217. 34 220 .85 228.89 237 .5 2q2 _26 253 . 13 317 . 62 464.90 q94 .35 534 . qi 55q . 35 592 .26 Bank Sta: Left Right:: 222 .27 250 .-ll Lengths : Left Channel 59.32 101.22 Right 16 . O.t: Coe f f Cont r . .I CROSS SECTIOll 'Jl.lTPl.TT Profile H1 E .G. Elev (ft I '.'el Hea-j 1 ft l \·l. s . ElP•; {ft Crit ~·J .S . 1ftl E.G. Slope ft/ft> Q Total •cfs) Top i'lidth ! ft) Vel Total (ft/s1 Max Chl Dpth (ft) Conv . Total tcf s\ Length \"ltd. (ft) Min Ch El (fr-l Alpha Frctn Loss {ft l C & E Loss {ftJ :~5.06 0. 4i:- .:. ;,4 . 57 ll (1061389' 1238.00 l 00. 35 4.29 7 . 98 14915 .q 90.16 276.6(1 I. 68 0.96 0. 07 Element \"Jt. n-'.Jal Reach Len. 1 ft• flow .~rea 1sq t r:. .;rea !sq fr_ 1 Flo~..i I cf s) Top Width 1 ft) .ll.vg . Vel. (ft/s! H:.;dr. Depth ft Conv. 'cfs \·Jetted Per. fft) Shear (lb/sq ftl Stream Power (lb/ft s, Cum Vo lume (acre-rt) Cum s.n. {acres) Warning: Divided flow computed for h i s cross-section. Left Ob 0 . 1C·t1 59. B2 3 • ..j ~ 3. -I ~ 3.% . l B . 15 .58 4 7 . 8 3_eq 0. 39 0. 4q 0.38 0 . I e Elev 286 . 41 2eq _34 276 . 6-l 279 .05 280 . 19 280 . 4 2 285 .59 290 .56 292 .36 295 .19 296 .27 297 .58 Expan. .3 Channel 0 .•'1'5(• Fll .22 l!:q_73 J 5 ~,. 7 ~ ;s~.9o 27. 54 6. 15 5. 30 I lHI. 9 30. 84 .23 13.71 _7q 0 . 91 P ighr ')E. 0 .100 1 f.. ,J.2 125. 3- 125. ;"' 251.14 70 .63 2 . 00 1. 71 304 5., it). 51 ... 0 . 7.S I. 52 !.;JI 0. 91 Warning: The veloc ity head has changed by more t han 0.5 ft 10.15 ml . This may indicate the need (or additional cross sections. Vlarning: The conveyance r"atio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than l .q . This may indicate the need fo r additional cross secti ons . Main Stem -Revised Existing Conditions ~·Jarning: The energy lo~s was greater than 1.1J ft i(•.3 mi . between the current and previous cross se~ticn . This may indicate t~e need for additional cross sections. CP'JSS SECTION P!"TP: !·lair, Stem RE.L.CH : '.lnnamed Tr1butar INF;_1T ['esc:r i;::t icn: St""i:icn El:vat1::in ~ta Ele·; :s 1 2: 4' [·ata Sta -.-3 c''. J' !i'Jm"' El.:;v Sta L'-.· El:v ::: Sl . '.:f :c.:; l S:3 1-1:-1 .::..., :01 .~ .41 :S:1 . .s~-· .:..7.:...1 .. :~ z;,z .-~~ --::;· i:::: :9:. ::9:, . .::1 :s1. ·o: ,-,~ 3,:·::.11 _3·7 :i:•J .:· ··.•S .-13 :.'7C:.€:9 _,,; •-1~.:: Z'C . :·:•£.? :,1~_43 2-;( >~: :.11 .-~ .:::-::.:.: ;..:..=-~· 7-;~ ;,~ 2!9 .-l 3: l . 3 :-2: i ·: 1 . -I ;.. .:.' -7 l . ·:• 3 3 2 I c. -2 : ~ . (•·I :: -I(• . .::9 :t·-1 :i,_ -1,:.-~·.1 .:..:,~~.1s -1~-;. :.:.:~· 11: 19•:·. 5(•1 , .... :~:-::9 .1-: S(12.1.1€ 2~9.:' S•:•:.<l-'..:~9 ~·(•2 . 511 . 3.: 289 . C:·l s l:;: ..... _ 512 .? ~<:l . .J.J 292 . .ZS 529 .4~ ~92 .53 ~r:.-: :,l 2~::L91 SC::3 . 5£8 .76 294.i4 s~c:.0a 295 .22 591 . .J-: 295 c: 592 .6 61C.09 29€.~~ €35 .93 29~ 7 Manning's n Va lues num= Sta n Val Sta n Val St.a n \Jal .] 0 .l 293.61 .06 320.95 Ban~: Sta: Left Right Lengths : Left Channel Right 34 293.61 320 .95 CROSS SECTION Ol}TPUT Profile Ul E.G. Elev (ftl Ve l Head (ft ) W.S . Elev (fti Cn.t W.S . (ft) E .G. Slope (ft/ft) Q To tal (cfs J Top Width (ft/ 284 . 04 1. IE 282 .87 282 .29 (1 . 01835Cr 1238 .00 76 . 97 7 .24 7 .38 9137. 0 35 96 "1 36 Element ivt. n-Val. Reach Len. (ft) Flow Area (sq ft1 .Z\rea (sq ft l Flow (cf S} Top Width (ft} .ll.vg . Vel . (ft/sj Hydr . Depth (ft) Conv . (cfs) \.-Jetted Per i ft} Elev si:a 3t)5. 1)..j :; l 3. c:-: B?.r:,3 342.3..:. .z: 49-;.-: "":' :3.:'t .~, :.011.-2 9(·. li: 9.J 32 5€: .55 95 .5' fl0.23 Coe ff Con tr. .] Le ft OB 0 . l(J(I 41 . 00 €,. 18 6 . 16 7 . 3() 13 .67 1. 18 0 .45 53 .9 Vel Total (ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. {ft l Min Ch El (ft ) .t1.lpha Fr-ctn Loss (ft) C & E Loss (ftl 275. 49 1 42 0.53 0 . J 5 Shear ilb/sq ftl Stream Power (lb/ft sl Cum Volume (acre-ft) Cum s.n. (acres) 13.76 0. 5:;: 0 . 61 1). 37 0 . 17 CHOSS SECT ION RIVER: Main Stem REP.CH: Unnamed Tributar RS : 4066 INPUT Description: Station Elevation S ta Elev 0 305 J 96 2 8 8 332 278 417 284 631 298 Manning's n Values ::>ta n Val 0 . l Data Sta 16 261 341 433 673 num= Elev 304 28E 275.38 286 300 num"" ::;ca n Va t 319 1)( Bant Sta : Left 119 Right Lengths: CFl1)SS SECTIC1JJ orJTfl.IT Prcf 1l~ l;l E.G. Elev i ft\ Vel Head (ft 1 \'1 . S . Ele·.; If t I Cr1t i'l .S . (fti E.G. Slope lft/fti Q Total !cfs) Tor; \V1dth 1.ftl Vel Total (ft/s) Max Ch! Dpth I ft I Conv . Total (cf s) Length «ltd. (f t) Min Ch El (ft ) ~.lpha Frctn Loss (ft l c E. E Loss (ftJ 2E-:.). ~t, (.' €- I.'. !J l 2:;'. .J •) 1230 . (i(J 68 09 4(t 7 . 3(• 11190. 0 47 .00 27 5 38 1 06 0.92 0 . OE 22 Sta Elev 300 284 278 288 Sta 108 319 357 433 56 310 351 -158 n Val .] L2 ft r:hanne 1 -l ;,·. :-:: ,l- Element ~n . n-·:a1 ReacL Len {ft J flm·1 .;rea 1 sq ft 1 .:..rea (sq ft\ Floi·J lcfsi Top \~idlh r ft l _n_vg. I/el. 1ft/s· Hydr. Depth (ft1 Conv. (cfsl \·Jetted Per. (f t) Shear ilb/sq ftJ Stream PoHer {lb/ft s) Cum Volume {acr e-ft 1 Cum SA tacres) Elev 296 282 280 291) Sta 164 326 367 544 Coeff Contr. .J Left ")E 1) 1(11) ~' . 3.:. 1 <)..j .(14 0. 1::. 0 . 3-l 7." 3 . J 4 I).:;'. 5 .20 0 3~ I}. 1 c Ele'l or:. 53 ~i .5 1 81. 9S 76.98 -5. 4 9 12 ~?.01 94 .62 96 .57 Ex.pan . .3 Channel 0 .060 36 .00 131.06 131.06 ]]66 .02 27 .34 8 .90 4 .79 8605.8 30 .36 .95 44 .02 4 .40 0 .85 Elev 290 280 282 -294 Expan. . 3 ·:hanni:!l ·:·. 0(,(1 ..J"'.(J(l l '3-S . 5S 186 5:.:, 1:232 .53 41:<. 011 G.61 .89 11140.C 49 .84 2 .86 18 .90 4 .27 0.82 Right OB 0 .100 34 .00 33 .66 33 .66 64 . 68 35.96 ]. 92 0 94 477. 3 36. JO .07 .05 1. 78 0 .89 R1gh: •)B 0. 10•) 4-r . (\0 5. 8i) S. ?.O 4.65 17.0J 0 80 0.34 42 .0 17.04 0.26 (•. 21 . 77 0 .87 Main Stem -Revised Existing Conditions Warnin;: The velocity head has changed by more than 0.5 f t ;0.15 rn). This may indicate the need for additional cross sections . Wa rning: The conveyance ratio !upstream con~eyance divided by downstream conveyance1 is less t han 1)."'l or ;freater than 1.4. Tt-1is may indicate the need for additional cross sections . CROS~ ~C::CTlt)!l FI\"ER: Main Stem PE.<-.r..:H: 1.1nnamed Tr ibui:ar JtJfi_;T ties er j pt ion: Stalion Elevation t·ata Sta ,., r:um= E:le·; )(14 :.:it: :;.-; :.'.-J-1 Manr.1n~'s n '..ralu€s num= Sta I) II ".'al .l Sta 3-11 .•)f, 34 396 F:lev 11 '-.'al .l Bant Sta : Left 344 Right 390 Lengths : Left Channel Right 59 CFOSS SECTIOl.J t)IJTPl.IT Profile "l E.G. Elev {ft1 '!el Head I ft I w.s . Elev (ftl Crit W.S . (ft) E.G. Slope (ft/ft~ Q Total (cfs) Top Width I ft I Vel Total lft/si Max Ch! Dpth lftl Conv. Total icfs) Length Wtd. lft) Min Ch El (ftl P..lpha Frctn Loss (ft) C l E Loss (ft) 282. 3""'1 . 29 201 . 08 2Bl .08 0.036486 12 38. (J(J 61 . 97 B.76 5. 81 6-161.2 54 . 31 275 .27 l. 08 0. 60 0 . 26 56 54 Element Wt . n-Val . Reach Len . (ft ) Flo\.,i /l.rea {sq ft) P.rea 1 sq ft J Flow lcfs) Top Width (ft) Avg . Vel . !ft/s) Hydr. Depth lftl Conv. (cfs) Wet ted Per . (f tl Shear ilb/sq ft) St ream Power (lb/ft s) Cum Volume (acre-ft) Cum s.n. (acres) Sta Coeff Contr. .1 Left OB 5~. 00 0 .36 0 . 16 Expan. . j Channel 0 . !)60 54 . /)(I 133. €·1 133. 61 1223.62 47 .88 9. 16 2.79 6405 .9 49.60 6. 14 56. 19 4.09 . 76 Pight OE 0.100 59. 00 . 64 7. 6-1 14 .38 14.09 1. 88 0.54 75.3 14.13 .23 2.32 l .76 0.85 Warning: The velocity head has changed b; more t han 0 .5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections . Warning: The energy loss was greater t han 1.0 ft (0.3 m). between the current and previous cross section . This may indicate the need for additional cross sections. CROSS SECTIOH RIVER: Main Stem REACH: Unnamed Tributar INPUT Description: St ation El evation Sta Elev 0 302 . 65 172.5 289 .61 ?.27 .22 287 .0-1 351 .77 280 .94 370 280 .18 -116 .82 277 .56 -i 1 :1 • .Jo L 7 o . -1.J 432.59 478.69 4-1&.5 260 -178 46 2£1:3 .(·~· -192 .33 283 .81 525. H. 2":°5. ~.:j 544 _-7 288 .2~ 59-1 .62 Z91 .~6 €0'.1..l 292 .H 65'.33 29-1 .S 689. t13 295. 59 738 .12 29'.'' Data Sta ]. 19 173.l 228 353 .22 370 .02 417 . 88 -IL\.!• ..j, 435. 18 -150. :,g ,pq. q9 193 . 93 5.<. 5. 81 $5°. 99 5~8.CS C26.S9 ;sc,. is C96.31 7'.9 . 89 RS o 3965 num= Elev 302. 5 7 289.56 287 280.87 280. 38 277. 0 .... . 6 l 21 >5. SS 20'0.29 283. 05 ?.rt-I -'36 29: 2 93 . lf 29<.59 296 29~. Manning's n Values num= 88 Std 33. 14 173.52 274 .26 355.48 396.6 418 .3 .J,Li .LI 435.32 ·160. 77 480. 91 499. , ..... 54(•. 26 5;:3. 6(16 . 23 £32.93 666. 19 698. 31 7 "11 . .:>.:. Sta n Val Sta n Val Sta 0 .l i70 .02 .06 416.82 Elev 3(10. 51 289.53 284.85 280.75 275.2 2713 .06 , /:;,.Lid 278 282 .<.83. 07 _•4.57 .<. ~7. 85 290 .:. 92. 39 293.52 '95.0l 29£.l 297. 98 n Val .1 Bank Sta: Left Right 370 .02 41E .82 Lengths: Left Channel 13.66 50. 04 CROSS SECTION OIJTPIJT Profile '1 Elemen Sta 96. 11 173 . 76 349.29 367 .9 40£.6 416 .'2 -1.d . .J.J 440. -15 4 65 . I -183 . 72 511.S3 541 . ,- 575. 04 606 . ..j j 636. i:o 685. 47 711.79 Right 170.23 E.G. Elev lftl Vel Head I ft) W.S. Elev (ft) 281 .31 0 .43 280.88 t'lt . n-Val . Reach Len. (ft) Ele·; 295.36 289.51 23]. 06 28:0. 13 275. L 278. d LI~.'-'" 27$.B 22 2. l i: 2i: 3 -12 2°4 . < 292 . 4 93. C·3 95. -l l 96 . .-9 Sta 122. l l 173.9 350.24 3 69. 99 416.6 419. 06 -i.21 .11 4 4 6 . 4 5 ~ 71. 90 l 91 . 6i3 :.19 _ 5~1 ~ -12. €3 520 .19 C.06 • .e- -5-18 . t)5 685.98 '25.59 Coeff '":ontr. .3 Left OB 0.100 13. 66 Ele\' 293. t.4 2'39.5 281. (12 :..80 . UL 278 . :?2 .<. i9 _I.. 9 L t-2. 9'- .<.6 3 --, s l. "" 5. ~ 1 1:• ..:91 .<l :~-1 295. 4 5 Expan . .5 Channel 0 . (16(J St... 0-l Right OB (I . 100 11 0.23 Cr it ·.-;. ~. ·ft i E.G. Slope !ft/ft\ Q Total cfsi Tor-: :·Jidth •ft: ",'e:l Total · fr:../s1 Max Chl L'i:i:.h '.ft; Con\·. Total 1.cfs, L~rqth ~·itd . 'ft Min Ch Sl ft . i:..lpha :~re.tr. L~s:.::: fr-. C .~ E L:J:=;:: rr (1 . (J 79 12 ?. 1 . 4 . 5. 13Sn)1 (. 59 . ?' s. 1: (!.]l Flo~· .i'...re;;i sq ft. .!..rea s:i ft Flc1·: (r:fs · Tot: ~·i1dth ft . =~vg . · .... ~l . ft/ s H:_,·ctr . L'er.;tL f: r...:on·; .. :·fs 1:Jette~J ~er . ft Shear i.Cts:; ft ~1 :-e.;:.n! :·o-...:<::r :t. f ·- C:i...:n 1:01u~.; ::i.:·re-t· (l.!:n .~.: ... s.: :.::s 7 . 17. 0 . (1 . ~ Cl . 17. 4(• ,·, .. ,. 11• 1 ~ 197 . 1 S!. 1097. 4£.. 5 . 4. -l9 . ..; l . ~· i·.' . l . 1. 151 ·l . : : . l Main Stem -Revised Existing Conditions :·I-'!r1,i;-,g: T!,:.:: _on·tej'ance reit1c :ui:str::.>am ~cr,;;e~a• '= Ji-.·!:i.:-J l ~· do·.-mst:-'::.::: .. c:.ve:_.:a1.::-:-is .ct:: ':~:er. •). :.r gre.ater than ! . .:l . TL1s ma.·· i;:di.::.t.:: r.he 11:-'=d for adai1·1c1ial -:ros.:: ~e-:t1c:1s. f·i\!ER: Majn ~'."em PEACH: TJnn6ned Tr1butar INPl.11' [·~scr1pt1on : .Sr:.-3tion Elevation (1ata Sr.a E.lev Std l' 3Ll2 . 79 i:l-'1 .5 296.0~ 167.17 290.7 223.2€. 287.91 2":15 .44 2&5.58 340.6 2B2.-l2 3€6.23 281 .19 480 .27 276 .51 520.97 279.51 532.19 282 549.82 265.5 565.33 286.6 615.64 289.74 641.48 291 .07 670.8 292.77 702.13 294 .29 753.53 297 31 Manning 's n Values 99. >5 l?Z.1·3 226 . .;j t. 332.2) 358. t:i? 3€9.5 484 .84 523.il 537 . 17 552. 91 575. 22 619. 6€ 643.22 660.36 723.71 754 .55 Sta n Val Sta . l 369. 5 Bank Sta: Left Right 369 . 5 480 .27 PS : .:"9! S num"" Elev 302 .£ ~95.71 290.32 287.7£. 282.63 .:.81 . Sb 281 .21 278.58 280 283.09 285.83 287.05 289.94 291 .17 293.32 295.83 297 .37 nUm"" Std jj. -4 1 H .~i l 7-l. 9, z 33. 6.6 33i:. 05 359. l -12:. 75 494 . 33 523.51 541 . 32 553.42 575.28 621 . 2 649.48 690. 7 5 72f 78 756.37 n Val Sta 06 480.27 t:le-.1 3t)l. c. 2,4 .' 29~·. l 20 7 . -14 26:2 .£ 201. 53 27~.7~ 278.88 Z8(1• (JI 284 285.89 2B7 . ;)5 290 291 . 51 293. -1 296 297 .49 n Val .1 Lengths: Left Channel l.28 1.02 Sta 21 • -l 5 1-l~. 2_, 176 .£9 236 .44 3 38 . € 3 3£ l . ·i 4 -1-l s.-; s 504. l 9 52-l . 8C: 54 3. 95 554. 51 580 .75 635. 8 658.7 697 . -l 3 729 .32 765 .-l9 Sta 520 .55 Right 1. 62 Elev 31)1 . •)( • '.:-t~. (•9 :::~~·.96 2dl.32 282.52 281.41 c73.23 279.2 2S•). 37 284 . 58 286- 288 29U.79 292 294 296. 13 298 n \1al .1 5::6 3-. 2 ~ 16•_1. ;:.l 21". 4; 262.~7 339 . .., 3 303. t:·S 465.75 520. 55 531. 13 54 7. 03 560.SO 588 .2' 638. 10 66u. 55 698 .2 7S1. BS 770 .53 Coe ff Con tr . .1 CROSS SECTION OUTPUT Profile #1 E.G. Elev tft Vel f\ead lftl W.S. Elev (ft) Crit 1-J.S. (ft) E.G. lope ft/ftl Q Total (cfsJ Top Width I ft I Vel Total ( ft/s) Max Chl Dpth (ftl Conv. Total (cfs) Length ~·ltd . (ft) Mm Ch El lftJ Alpha Frctn Loss 1ftl c l E Loss ! ft l 2 81. 02 0 . 07 280 .96 0 . 000808 1238 .00 156 . 06 1. 91 7 .73 .1;550. - 1. 05 273.23 1.16 . (t(l 1).11(1 Element \'It . n-Val . Reach Len. (ft) Flow .r...rea ! sq f .n.rea <sq ft1 flo\.J (cfsJ Top Width (ft) Avg . Ve!. (ft/s) Hydr. Depth iftl Conv. (cfs) \.'Jetted Pel . (ftl Shear !lb/sq ft) Stream Power llb/ft sl Cum Volume lacre-ftl Cum SJ.. (arre~ Left oe 1. 28 (I. 3f II. 14 Elev 3(11). 4-l L~l 24 288.3 286 . 13 232 .41 .:a1 . 32 273.73 279 . 4 2 itl l . 77 285.25 286.36 288.1 290. 91 292.1 294 297.22 298.37 EXpan. .3 Channel 0.060 l. 02 565. 4 9 565. 4 9 1185. 03 108.85 2 .10 5. 20 H687 . 4 110 .11 0 .26 0 54 3.45 0 . 62 Right OB 0 . 1(10 1. 62 83 .28 83 .28 52 .97 47 .21 0 .64 1. 76 1863.4 ·P.39 .09 .06 .41 O.€S ~'iarning: Tht=: conveya11ce raUn LI! st.r.::am conveyan<::~ ,.11·~·id~d b:,..· downstream -cnveyance is less than n . .., ,r ?reat~r t~nan l . l. n·,is may indir1te the need for add1tiorial cross sections. CP•JSS SEr.:T I ON PI\'EP: Main Sr:<=:!m PE.L.CH: Tlnnamed TriLu .. ar IMPIJT [e.scr1 t1on: Station Ele~ation Sta Elev 0 ""02 . 83 83.SE 296.81 16€.88 290.79 223.13 287.96 275 .63 285 .62 340.29 282 .49 066 .69 2Sl .22 480.92 278 .45 521 . 78 279 39 533 .55 282 550.29 2e5 .42 Dar.a Sla 3.53 99.22 172. 15 226 . 5 331 . :;:2 358.54 370.5 461 . "'2 521. 97 537. 1 I 552 .3~ PS : ·:,ot\.1 Ele•: 3(>2 . 0 l :;: 95. 82 290.38 287.81 "82.93 281. €I 28 l . 21 278.45 279.43 282.78 2~5.65 s~ SI_ a 14. 58 113 . 7 l c 5. 21 2 34 . 07 337. 37 3 59. 64 426.69 464 . 11 523. 15 542. 67 553. 42 Ele-.· 301 . 91 294 . 9 290. 14 287 . 47 282.68 2al . 56 273.13 278.53 279.69 284 285.76 Sta 22 . 62 147.71 177 .05 2 J6 . 96 337. 9e 362.42 <46.69 492 .66 524 .55 54 4 . 39 555. 74 Elev 3(11 . 03 290 £.87 . 34 282 .6 231 4 3 273 23 ;;:78 79 280 28-1 .37 286 Sta 3t . l ~ 159 . 4 c: 413 .93 262 . 91 339 .15 364 . 44 466 .t9 503 . 62 531 . 32 548 . 4 4 560 .43 Elev 300 . 4 3 291 . 36 2BB . 37 286 . 19 282 .55 281 . 33 273 .73 279 .15 281 .51 285 .26 286 .28 €·4.12 2BL4 a·;.1H 21: 22 . 27 C4;. 1 C:92 . c: 1 "'24 . "75(;. 31 29 291 . 3 293 .- 2q=. ~ 297 . . J7 .c:..i .9C .•:•1 .99 :9: : 9'4 :.9£ :s-.D l1ann1n9 's r, "alue~ ?.un:= . (• . I I(. . - -.1)1 SIC:..1)9 2~.21 ~1G .S5 91. •:14 V,'"l 14 2 94 :5it:. 12 : 9i £43.3 £"71.-; 1 -(·(l. 9~ -; ~l .:: € -,-1 . ~ S':.a n '·'al Sta r. 'v'dl Sta r, ·:al Stei .I :-:·. .·:": ;,•:•.?: . l 521 .-; -~ Bank ~:.:i: Left Elocl:ed •:1bstruct1cns t:"J:n= JO .Sta L St.a F F~-= · Sta Sta f. fle·r Sta L 255.i-:-25::.1 ? ~ .J . .<.'.i: :;:-:-.! .l~ 27·LlF 2ij5,l~· :: 15. 1.:1 :;1::.1· 3-;·.15! ::-:..3 7· ~:~~ •. 1::· ·,.:_,;_.J.:1 ··.-:...· .. 11 s .1c· 425.l~ 4?~.l~ :;:~J . ..l..l4 ~~r..10 45~.1° -·~.JS~ ~75 .l 495. 4~1-?.l~· .l"' :1:.1.;;. •:1.?.E1 t) ~J:: '.::::: 1 r-.i:.r. l~· t'.~:.lSi .<.~.2 .Silt:. r.-<:. 1::: r,-:;.19 • i; .... ~. 595. ! Cl!:.19 C:!S .l ~ .<.·:2.0-:.:;: Cro5~ Section Lid num= Sta Hi Cord Lo Cord Sta Iii Cord Lo Cord 25"7.(14 285 .736 2S4.i3C.· r:•.1 .1)4 2i:-4 .15? 282 .€52 CROSS SECTIOI~ ')TJTPl_IT Profile f!l E.G. Ele•; (ft1 Vel Head (ft l \rl .S. Elev (ft) Crit W.S. {ft) E.G. Sl ope {ft/ft! Q Total (cfs) Top Width (ft) 281 .02 1). 09 28(J. 93 276.56 (!_002075 1236.00 132.09 .25 7.70 27174 .8 2. 11 Element >Jt . n-Val . Peach Len . (ft} Flow hrea (sq ft ) .n.rea (sq ft ) Flow {cfs) Top Width (ft) P.vg. Vel . (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. lftl E 1. (1 B9. "7 91 . l 92 .-; :;:9-1 . :9c .1 298 .4 n '/al .1 ~ . I . 4. Coeff C'Ji.tr . a ? Ele .1~1 :>.tJ.11 .1•· . 19 $3 . 1 :;, .<. ·~ j . .<. (. .15: .1'•(; . l 0 : '2. - Left OB 2 .56 Vel Total lft/s) Max Chl Dpth (ft ) Conv. Total (cfs) Length ~·!td . (ft) Mm Ch El (ft) P.lpha Frctn Loss (ft J c & E Loss lft J 273.23 I. 13 0.00 o. uo Shear ilb/sq ft) Stream Power (lb/ft s) Cum Volume (acre -ft} Cum SA {acres) o. 36 0. 14 Warning : Divided f low computed for t his cross-section . ~s;; -9 . 9!: Channel 0. 060 . 05 476. l 0 476. 16 1170.35 9(1 . 30 2 .46 5.27 25689 .9 148 ' 118 0 .42 I . 02 3.44 0 .61 Main Stem -Revised Existing Conditions Right OB 1) .1(11) 3 . 25 73. 27 73. 27 67.65 41.79 c). 92 1 .75 H84 .9 49. 19 0 .19 0 . 16 I . 41 0 .65 Warning: The conveyance ratio (ups tream conveyance divided by downstream conve1ance) is l ess than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem REACH: Unnamed Tribut.ar RS: 3912 INPUT Descrip i on: Station Elevation Data num: 87 Sta 16. 26 Sta Elev Sta Elev 302. 61 Elev 301.89 0 302 .91 4.68 6 1.67 297.07 166.3 290.96 222.89 268.07 276.01 285.7 ))9.2-1 L82.64 372 51 281. 21 489.3.J 279 .62 524 .22 279.34 53£.99 2i:.2.16 551 .2€ 2i:·5.2s 574 .45 28€.7B 594 .39 288 .25 631?.78 290.7- 665.75 L92,22 7(•0 .24 294 732.9 29€.1 768 .15 290 97.78 296.05 112.66 295 .11 172.28 290.49 175.69 290 .23 226.57 287.91 234 .84 267.54 329.19 283.1 3 336.01 262.85 359.4' 2s1 .6" 360. 7 201 .61 42~.54 273.74 448.5.J 273.24 502 .46 279.05 521.0, 279.3 525.Q~ 279,51 527.22 280 543 . .J 283.56 545.13 283 .94 ~sJ . .Jl 2ss.5 558.2 2ee S,5 .~ 226.t.<. 577.72 286 .97 59~.85 28& . ..l2 616.37 2~9 .7 C:·4S.~4 _91.15 ·4'.11 91.21 i"'•.52 292.-2 L85.39 ~9~ . .JJ "'1)':-'.02 :294 . .J2 711 .4} L9.J . .:.7 -~. 1.19 :Z9£.95 "':..C .26 .!:L/7 .2€ 11.J .~5 ~98 .48 Manning's 1, Values num"" Sta 30.96 144 .67 177 . 7-i 23C 336.69 363 .79 4 68 . 54 521 . 4 3 531 . 7 545.3? 560. 15 590.2J 62J.7j 6.J8 . ·11 699 .. •..l Sta n Val St~ n Val Sta n 'Jal Sla .1 ?,2.51 .n4 482 .E.J . I 52·1. 22 BanJ.: Sta : Left Right 372 .51 4-92 .64 Lengths: Left Channel I . 26 I . 02 Blocked Obstructions num= Sta L Sta R Elev Sta L 257.0 4 260.04 284.236 277 .04 317.0 4 320.04 283.972 337 .04 377 .0 4 360.04 263 .708 397 .04 437 .0 4 440.04 263 .444 457 .04 497.0 4 500.04 263 .18 517 .04 557 .0 4 560.04 262 .916 577 .04 617 .04 620.04 282 .652 19 Sta R Elev 280 .04 284.146 340 .04 283.864 400 .04 283 .62 460 .04 283.356 520 .04 283.092 560 .04 262.926 Right I . 62 Sta L 297.04 357.04 417.04 477.04 537.04 597.04 Elev 300 .96 292 .63 290 . 07 2e7. 4 282 . 77 281 .46 273 .74 279.3 2& I 284 28&. 12 288 28~.97 ,91. L9 251:,. 9.J ~95 ."9 n '>·a1 .1 Sta 39 .78 157 .92 212.83 262.79 337 .98 36(. 02 4 82 . 64 522 .94 536 .26 551. 2 5?1 . 7 59(1 . OL OL 4 . 42 • ~,} •. .:i 3 i:1". ;;s .., .,;(t . ').J 7(. · . 1 B Coeff Contr. .l Sta R Ele\' 300.04 284 .C•E 360.0 4 283."'96 420.04 283.532 480.04 283.266 540.0 4 283.004 500.04 282 .74 Elev 300 .41 291 .6 288.52 286.29 282 .71 281 -:; c. 278 .41 2"9 .34 2a2 235 .27 22€. 19 :&t 291.J 292 29-1 .. ·~ Exr;an . .3 Cross Section Lid num"' Sta Hi Cord Lo Cord Sta Hi Cord Lo C~rd 257 .1:•4 ::-~.73£ 2;:-,1 .~3('.. 620.(14 26-1 .1~: 2:~.f52 CROSS SECT i •:,N •)!_IT P1.1T F-ro f i le :; 1 E.G. E:lev \ft: '/el Head ft. Vi . S . Ele·: , ft ; Cr it ~-i . ~. (ft \ E.G. Sl~r:e r ft/ ft' Q Toral 1c fs1 Top :·ii.d::!. ! (1.; \"el Tct~l fr/5 Maz 1..:hl [·!·th ·ft C.:01.·· rot.al -:-fs Lengtf, ~·itd . ~ti !-111, ::r. E: ; ft_ ,l..lph.:.. frctr. Lc.::s \it, C&EL05s 1ft 2-: 1 . ·)l (•_,·;:.-, l ~3: '·)•: 13::.: • .:: '·' ,., R'2-act, L;:;tt flo>: _: . .r;;a .".:; fr: f'.:.:::•·: . :· f s T-::i:; ··.'1dtl. .:.:!. cl f t !-i"/dr . [-ep::.r, f': C::nv. ; "is :::~t r:-:;.:i r-~ r. f t. ~he.:.r 11: ..:q -·· Str=:,:nn ~-,--,·:!::': l:. r":-f r. t·~arnin';,.I : ['1«1ided flow computed fo r this cro.s::.-::;ection ') !-l Cha:1!JE;l (1 _(1.1:· l .· .j "'.':. . .::-:· .,., .. ~: ,:. 119(•. 1 :. >34<. ,. 1-1"". !- .:·.P Main Stem -Revised Existing Conditions Ri ·JL1: •:E ' L . l . : S-! , . -! ~-,·, 1 ~: ··.l_•C:. ~-Jarn1n9 : The conveyance ratio rupstream ..::on·.reyance divided bj do·, .. mstream conve~·anc:e; is less tha1~ u. or greater than l .~. This ma~ indicate the ~ieed for additional cros5 sections . CROSS SECTION RIVER : Main Stem REACH: Unnamed Tributar INPUT Description: Station Elevation Data Sta ao . 13 166 222 .77 276 .2 338 .72 373.51 487.08 52 5. 4 4 537. 17 552. 67 574 .19 591 . 33 619. 27 649.08 687. 74 714 .5 7 57. 17 Elev 302 .95 297 2 291 . (llj 288 . 13 2BS .75 2a2 . 12 281 . 21 276 .53 279. 31 281. 9 285.29 286.69 288 289.69 291 .26 293.117 294 . 8 297 .24 Sta 5 .26 97 .05 l 72 . 33 226 6 328 .18 359 . 95 429.46 501 . 89 52 6 . 92 537 .61 553.4 5 7 4 . 94 591 . 74 625 .15 651 . 57 701. 66 726 . 17 761 . 59 RS ' 3911 num= Elev 302' 62 296.17 290 55 287 .96 283 .23 281. 7 273 .75 276 .99 279 .6'1 282 285 .37 286 .72 288 289 .99 291. -1 294 295 .77 297.5 91) Sta 1 7 . 09 112.14 175. 94 235.23 335.33 361. 23 449.46 519. 59 528.56 54 4. 69 559. 42 578 .5 593. 11 625. -19 662. 87 701. 93 732.32 769 Elev 31.ll . 88 295 .21 290. 27 ZS7 57 282 .94 281 . 6<1 273.25 279.23 280 283.55 286 286.94 288.08 290 292 294 .01 296 298 Sta 32 .13 14 3 . 14 1 78 . 13 ~38 .52 336 !)5 36-1 4 7 469. 4 6 520.25 531.89 5-1 6 . 7€- 560. t)2 57B. 54 597 .48 033. 15 667. 4 8 702.72 734 . 1 769.53 Manning's n Values num= Sta n Val Sta n Val Sta n Val Sta 0 .1 373.51 .04 483 .41 . l 525. 4 4 Bank Sta: Left R1ght Lengths: Left Channel Right 62 . 83 373.51 483 .41 CROSS SECTION OUTPUT Profile Hl E.G. Elev (ftl Vel Head (ft ) ~·J .S . Elev (ft) Cr1t W S . (ft) E.G. Slope l ft/ftl Q Total \cfs/ Top iVidth (ft\ 281 . 01 0 . 07 280 .94 00037€ 1238 . (1(1 157 . 21 1 91 7 .69 63815.9 I ::i . "i(, 27 3. ?S 38 .4 18 .49 Element ~lt . n-Val . Reach Len (ft) flow .n.r ea (sq ft .;rea (3q ft 1 Flow (cfs) Top i'1idth lfti .:'.\.vg . Vel ift/s) H·;dr . Depth 1f1_1 Con·;. (cfs i :.·;~tted Per . ft Shear (lb/sq ft I Elev 300 . 93 292 .21 290. 1 Z87 . 0 282 .85 2s1. ·lo 273 .75 279.25 280.74 284 286. 0-l 286.95 288 . 37 290.41 292 .26 294 .06 296. 09 298 !)4 n Val .1 Sta 41). 58 157 . 16 212 .28 262 . 73 337 .4 366.54 483 41 523. (16 536.32 551.46 560. 4 8 578.63 599. 72 64 E. 85 674 . 4 3 711 . 55 749 .9 776.02 Coeff Contr .1 Left OB 38.40 Ve1 Total (ft/s) Max Chl Upth ft Con·~·-Total 1r:-:fs, Length ~·Jtd . 1 ft) M1n Ch El lftl .:>.lpha Frctr, Loss {ft l C & E Loss lft) .22 (J .01 0 . 1)(1 St team POH€I 'lb! ft S) Cum Volumi:: racre-ftl Cum Sil. 1 acres o. 3€ 0 .14 CR0SS SECTION RIVEP: Main Stem REACH : Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 297.89 15.23 297.42 Data Sta 3. 67 18. 42 RS ' 3893 num= Elev 297.78 297.33 129 Sta 7 .17 22 .57 Elev 297 .67 297.2 Sla 9. 15 26.38 Elev 297. 61 297.08 Sta 13 . 17 29 . 64 Elev 300. 4 291. -13 288.6 286 .35 282 .78 281 .38 278 .35 279 .31 281 7? 285 .03 286.06 286.95 288 .52 291 .14 292 71 294. 58 296 86 298 .52 Expan. 3 Channel 0. 040 18 49 559 28 559 28 1198 4 5 107. 85 .1 4 5. 19 E 1177 ..J 109. OB 0. 12 0. 2C 3. 4 0 (l. 61 Elev 297. 4 9 296.98 Right OB 0 .100 62 .83 89 . 52 39. 52 39 .55 49 .37 (•.4-l 1. R 1 2038.5 49 56 . (14 u. 02 1 . 40 0 . 64 34 . 96 .84 38 .99 49. 96.36 52 .08 60 . 96 .04 63 .€€ 78. 95 .49 83 .54 118 . 94 . .!.C 136.53 143 .•l 293.5 150.19 176.•4 291 .33 202 . I I 244 .9' :;~.3: 2f~.15 29~.s• ..... ~c:.9e J 1J2 .31 319 .;:5 2'74 .97 321 .44 334 .cc 284 .28 33€.-9 346 .29 2~3 .73 349.•)7 35•).27 2~·4 .9.:. 351 .€2 353 2~4 .€9 355.·~l 39..J .oo 281 .9-4(11 .65 471 [ :13 .~l 489 .~~ 515 -c: 2•0 .17 520 .11 C:') .... 2:. 2::.3.21 $34 .C.7 545 .21 22€ 550 .99 570 .7S 282 57:.5' 596 .05 229 .~~ 604 .7' 639 .64 291 °~ 64(1 .5C: 68(1 .61 2-94 .1€ 702 . 750 .4€ 29~.24 753.l 96.7 42 .67 6 .59 96 .3 54 .01 l.24 5 .94 €5 .Z3 95.9 5 .34 96 .7-; 2 4 .93 3 .72 139.57 .63 93.2 l~~.5(. .€' 90.2 212 .44 9 .'9 -l .32 .81 .li . '9 31 l . •)l ~ 4 .89 22€.79 ~ 4 .f4 4 .1; 339.21 .1:1C: 33.f 349.12 ~.15 ~ 22 3S2 .44 ~ 5 .Zl 4 ;:·: :c:2 .:~4 ~ 5 I . 24 ·l··,4 . €2 .. 5,c. 7B .4 4q3 .74 27~.~~ 9 .2c: ~~2i.c: ~-9 .'5 2~4 53~.1; 264.1€ -.,;;.:J: 551 H ::·-; . ..J 2;,;:,(19 !:73 .63 :;.,·:. ::; -:.:.9 .91 [•): ??it.' 292 .::.2 .11 :~~:.-:- 295 58 727 .39 29£.~~ 298 .44 ~55 .83 292.57 45 56. 111 . 140. l C9. 2 34 . 292 . 31:. 31 329.lC 3-i O. C 1 2..J9. l: 35~ . .:jCi ~'I . :1.J 4 31 . £ 499. 3.:. 551 " £16. :< £(.3. 5 7 ?7. ·:.. ~· 7 Sf. f( 11ann1ng 's n Values num= Sta n Val Sta n Val Sta n Val Sta J 4(14 .f3 .04 489 .21 . 1 5?0. I 1 Bank Sta: Left Right 404.63 489.23 Lengths: Lef t Channel 49.95 87 .39 Right 66 . 87 CROSS SECTION 01.TTPUT Profile ff 1 E .G. Elev (ftl Vel Head (ft ) «.S. Elev (ft) Crit W.S . {ft) E .G. Slope (ft/ft) Q Total lcfs) Top Width {ft) 2Bl . 0(1 0 . 09 280.90 Element Wt. n-Val . Reach Len . (ft) Flow Area (sq ft) .n.rea {sq ft) Fl ow (cfs) Top Wi dth (ft) P..vg . Vel. (ft/s) Hydr. [•epth (ft I Conv . (cfs) Wetted Per . (ft) 9€. C..1 5. - 4 .4 ;,3. c. 1 . -J€ -:-_ 8 3 : €.. 4 -..j .::: 2~< : ::4 . - : 85 . l ::- ~ : 4 . ..j ~ 2 :..· ' -':. l' ",-·."' c~ 3 . 4 4 ~!.: . S: I 58 . -<. - 11 =. lH .<·: l -'.·.' : -! 3 . ·9 31 : . ~ ~· 331 . -'·· 3-E·. ·.,i 3 ~9 . .,: 35::.;:: .) ~· 1 . ::. c-~ '-l€..f•' n Val ST:.a . 1 ~~1(1 CiCJ Coeff Contr . .l Left OB 0 . l(Hj 49.95 .60 . 6(1 0. 34 Vel Total (ft/sl Max Ch! L•pth I ft) Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft) .~lpha Fr ctn Loss (ft) C & E Loss (ft) 0.000424 1238.00 122. 90 . 21 7.59 60121 . 8 82. 29 273.31 .20 0 . 06 (1 . 00 Shear ilb/sq f t) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP.. (acres) 3& (!. 21 0.67 16 . 7 2. 74 0.02 0 . Ot) 0.36 0 .14 l . '4 . : :: • 1) ~ --:..:1 .:. "'::?. 1 ~ ' -.<: '' . ~< . '1. 2 ~S-.J n Val .l Expan . .3 Channel 0 . 040 87.39 492.21) 492.20 1206.45 84. 60 2.45 5. 82 58589.5 85. 81 0. 15 0.37 3. 18 0. 57 Main Stem - Revised Existing Conditions Right OB 0 .10(1 66. 87 66. OB 66. VO 31 . 21 35. 91 0.47 l. 84 1515. 7 36.19 .05 .02 .29 0.58 Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or g r eater than 1.4 . This may i ndicate the need for additional c r oss sections. CROSS SECTION RIVER: Main Stem RE.n.CH: Unnamed Tributar INPUT Description: Stati on Elevation Data Sta Elev Sta 0 302 .15 .14 29.66 299 .91 33 .17 62 .69 298 78 .21 105.04 296 107 69 136.92 294 137 .65 163.83 293 2 170.59 213 . ..j,4 2 30. 62 248.25 2 59. 54 261 . 2€ 262. 23 263.52 263.95 269.26 272.53 274.73 275.35 275.94 276.72 279 281 . 7 286.61 292. 15 303. 05 327. 99 331.54 336.27 361.39 373.81 394. 05 29u . 0 290. 13 289. 4 9 Z88 .65 288 .6 28£. 6 286.83 28£.95 287 266.54 286. 34 28£ 95 287 . 4 3 287 81 287.67 287 .62 267.54 287.44 286.86 285.35 284 .95 284.53 282. 13 280 276. 65 415 .21 231.48 254 .09 260 .21 261 . 4-l 262 .26 263 .62 264 .09 271 . 68 272 .85 274 .79 275. 4 4 276 .1 277 .23 279.09 282.<3 286.84 293.23 306.03 329. 12 332 .88 336.77 361 . 52 380. 92 394.33 RS ' 3805 num= Elev 302 299 .35 297 .24 296.23 294 .82 292 .77 2;0 72 290 .l 289.27 298 .63 288 .25 2:-6.53 2C 15 . 85 286.92 286.66 286. 49 286 . 4 287 .03 287 .57 287 .76 287 .67 287 .61 287.53 287 .38 286 .7 285.22 284 .83 284 49 282 . 13 278 .87 276.61 228 Sta 10.66 47 .65 84. 12 113 .69 137 .73 l 73 . 43 210 .01 233 .01 254.3 260. 4 '.::61 . 51 263 . (•3 263 . .., 26-l . 64 272 . (I) 273 .55 275.02 275.65 276 .18 277 41 279.2 284. 94 287 .22 299 . 2 306.42 329.79 333.53 337. 61 361 .69 384. 34 394 . 39 Elev 301 . 37 298. 7 297 .23 296 09 294 .82 292.6 290 .Oil 289 . 27 288 .63 2<!8 .11 2f 6. 71 286 .27 287 .09 LC C'. 6) 286 .39 286 .65 287 .2 227 .63 287 .77 287 .66 287 .56 287 .53 287 .06 286 .68 285. 14 284 .5 284 . 41 282 . 09 278 .27 276 .6 Sta 16 .38 49 . 72 92 . 52 119 . 77 158.5 176 .86 222 .6~ 235 .(19 257 .82 200 .52 261.97 263 .29 263 76 266 . 1)6 272 .17 27•1 . U/ 275 . I 3 275 . '"; 4 276 .43 277 .56 279 99 285 .72 2 87 . 54 299 .66 322 .21 330 .97 335 08 350 . 41 362 .82 385.21 4 00 . 21 Elev 300 .87 298 .64 296 .85 295 77 293 .53 292 .38 2 ;,._; . ..j 1 289. ':17 288.35 288.€-2 287. :;:4 Z8L -- 2:q 28"". (17 2$6 .59 286 . 32 286 . 287 .27 28°.83 287 ."76 287 .65 287 .55 287 .52 287 .04 285 .83 284 .99 284 283 .27 2 81. 92 278 . 13 27 6 . 2 3 Sta 28 . 51 60 . 11 103 124 . 24 162.9 181 .15 .!.20 . oc 2<15 . (15 259 31 26t).f7 2-:.:;:. 19 2€-3 . .j 3 263 • ..:2 2€8,72 272 . 32 274 . C3 275 .25 275 . 1H 276 .59 277 84 280 .85 286 .35 2 8 8 . 07 302 . 75 325 .51 331 . 11 335 .39 356 .91 369 .18 385 .97 403 .41 Elev 300 298 .25 296 .45 295 .37 292 . 51 292 . 12 ~ SllJ . is 289.£. ~8&.68 :8B .62 ?8i:.o. 61 2 C" E. 98 LC • (11 236 .5-; L :00 . 2.:.J 286 .87 287 .37 287 82 287 .75 287 .63 287 . 5< 287 .51 286.87 285 .66 284 .98 284 .29 282 .59 280 .88 278 276 21s. 273 .3 27:,. - 2'9.: "'''.1: <. 4 3 . 0 44 . 5 4 C: • I 4.; . •) 50 54 ":i . 8 ::u:.s :~·,:, 594 . 3 -, ''al . l Ec1nl· :;1.::i: Left_ P1~nr_. .J•:•f. r: j 4, . 1- 7S .E1 i2 .93 7(... 19 78 . 31 fj(•. •)i' . -18 19 .2-; ""C..:. 41£. 4 33. 441. 416. 494 . 4 512. 9.., i=.t.~ 32 274 81 ;: 13 . 34 270.-; 279 .01 4€ 41 .79 2-4 .7 43 .31 21 4 c: . 94 ".'' 41 .12 2/9.(1 49€.15 :f.l).i: 51:.. -51 :;.--;?.€ 55£.2~· 21 9 . .J :s.i ~·>.::.:.is °'"~4 .c::, £li.-i 2.:.-.1;: €31.21 -c.-€3.i .l;- 291 .-12 -·:.5 .-11 .:'·1 .9~ -.:i-: 293 .41 -.:1 .::;..; 2~.3 .~)1 1 <J.J .·>~ :2~:€ :.•:•9 .9:· zc·-.SI -:'L'.lr '/.JJ Sta ···al .:_~ 1_.::, -122 . 32 4 3-. 39 4 '". 14 4 ;4 . 15 .J9J:. 95 ~·:: . €: . 1:1<: -l ,!J . 1 -. l 4 ~.J . ~·· •• _;-0:::..:.. ~ • Ler,._;r-hs: Left _t :.1i1:el Ri9h1 Cot:t !' · . .:'::: .tr. l.'.:1.91 1:-~.-13 136.!.J CF(,SS SECTION •)TITF-l_lT Profile ~1 E.G. Elev '.ftl \'el He.ad (ft_ J Vi .S. Elev (ft_ Cr it W.S. I tt.1 E.G. Slope (ft ft· Q Total (cfs: Top Width ( fti Vel Total ( ft/s Ma.< Ch 1 Dpth t ft I Conv . Total (cfsl Length ~ltd . (ftJ Min Ch El !fti .~lpha Frctn Loss (fti C f.. E Loss 1 ft l •). 1} 0 001828 12 38 (11) 222 .01 .02 7 . 86 28958 .9 176. 0(1 272.93 2 . 12 0 .69 O.O' Element Wt . n-\.·a1 . ~each Len . (ft1 Flow h.rea \sq ri: • Area 'sq ft) Flow icfs) Top Width (ft) .a.vg. Vel. {ft/S' Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear !lb/sq ft) Stream Power {lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Warning: Divided flow computed for this cross-section Left r)B 0. 1 (H) 151. 91 1,-,9. 9J 1(.19 . 93 1-12 . 9(1 3'. 17 l . ]1) 2 . 96 3342 .6 37 . 56 0 .33 I). 43 0. 29 0 . l'.: .l .9 ··::1- .1 Channel t).1:•<:0 1~,;.43 214 .29 214 .29 77?.. 7(• 33 .J7 3 . 61 . 4 2 18074 . (. 34 . t)9 t). 72 .59 .47 o. 45 Main Stem -Revised Existing Conditions pl h: ')E. . (•69 14 ~ ., . cl . €"7 . 4H 47 . 12 . 91 ..., 54 l. 0 152.29 (•. 22 (1. Z4 .01 t). 44 Warning: The velocity head has changed by more than O. 5 ft (0 .15 m). This may indicate the need for addi tional cross secti ons VIarning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less t han 0.7 or great:er than 1 .4 . This ma/ indicate the need for additional cross sections . CROSS SECTION RIVER: Main Stem REACH: Unnamed Tr1butar INPUT Descr1pt1on: Station Elevation S a Elev u 300. 97 41 .85 298 78 .l 296 116.83 293.62 170.74 290.31 212.13 288.68 245.16 286.30 24-..46 285.91 212.qz 200.77 281.19 276.24 28S.06 272 .08 299.84 275 .l J 11.1 . ~4 u.J 332.:-Jl .i79.43 34".61 232 .04 3".'.:..-S' 28$ 3St.34 Z90.42 ·llO. l-29Z 4B 1.54 :?9.J .11 ~J9."'6 _94 .94 5.J r:.. C-1 9,; 0€ SSC . 21 3(14 5.s:.9:. 30B.25 5q4 .E~ 311 .l 6.iiJ.S4 311 .12 ~1~~.95 311 .24 €23.94 311 .33 629.34 311 .36 635 .2~ 311..J 641.62 31 1.-12 645. 78 311.43 651.73 311 .4 656 .71 31 1.4 662 .09 311.37 667 .26 311.35 Data Sta 7.01 -19 .58 100.99 136.65 1'4.7 213 . 62 245 .21 256.92 2"" .J. 28 28 l . 6 288 . 13 3(•0 . 44 J l 0 . t-4 j35. 61 ;5.., . .£4 37 3 . -l 7 3-'.!t. ·3 -l.:.. ~. 6S 4 9'. ~.i.-,. -.4 54,. l I 558 .24 56.J . 16 c..95 . 11 611) . .J.J 61-;. 92 625.33 630. 4B 637 . 12 642 . -13 £46.-6 €52 .7 65'. 84 662 . 92 668 .85 PS: 3617 num= Elev 300. 61 297 .63 294. 71 292 .47 290 .07 288 .67 286 .35 284 280 . SE 27C 272 .05 275 .26 .i Io . o.J :?88 . 10 2 9(1 . i·~4 "° 92 . 5- 294 . 59 ""9i=.. 3l J(1f1 3(15 . 23 309 31 l. l 31 l. l ' 311. 27 311.3" 311.3E 31l.4 311.43 311.42 311 . 41 31 1. 39 311.38 31 1 . 33 Manning 's n Values num= 173 s a 15. 67 65 .33 107 .73 144 . 56 177 . 02 218 .31 245.32 261 . 35 274 .57 285.01 288.22 31)7 . 41 . ol 34 5 . 61 35-;. 6-? J~ b . 11 3&9 . 1 c ..\~9. 1)3 5f1?. 14 541.47 i=.i:."'. 25 SS9.45 5!2 .46 595 . 7Z 611 . 1_15 618 . 36 626. 04 631 . 33 638 . 01 64 3 . 4 1 04 7 . 7 5 653 . 74 658 .75 664 .28 669.28 Elev 300 296. 7 29.J . 22 2512 . 03 269 . 94 2B8 .66 256 .33 2e3 .13 280 27 4 . 15 272 .08 275 . 78 ~ I . jS L?}. 61 264 . 2 3 2i::9. 44 2~·(!. 6c: 292 :-.9 20 I . -4 '.29£ 3,·11 . 6£ 306 3(1$'. 59 311. 11 .111. l 0 311.27 31 l. 3·1 311 37 311. 41 311 .43 311 .43 311 . 4 311.39 311 . 36 311 33 Sta 29 .66 76 . 45 111. 16 145.2 183 .25 226 .38 245 .83 266 . 91 276.95 285 .20 289 .26 309 .SJ .:SL:>• .!. 346.56 365.lR 381). 71 393.59 -151. 94 51 <:;_ 61 5 l5.3C ssz .~ 559. 81 578.02 597.4£ 613 . 52 621 .82 627 .3-1 633 .42 638 .96 644 . 2 648 .7-1 654.69 659 . 94 665 . 07 El ev 298.9 296. 09 294 292 289.58 288.22 286.23 282 278.56 274 272. 35 275. 93 .ilO 281.77 280 289.76 290 .99 293. 44 29.:i . 59 297. 91 302 306.23 310 311 . 11 311 . 21 311 . 31 311 . 36 311 . 39 311 . 41 311 . 44 311 . 42 311. 4 311 . 38 311 . 36 Sta 38.22 77.38 111 . 58 145. 84 207 . 97 227.97 2 4 6. 99 271.45 2--. 95 2d-.65 295.68 310.47 .JiO. /..j 34 7. -15 3€ &. 13 3.,:,z . 1s .J 14. 32 4 :.o. 01 53-;. 71 ~.J =. 54 554 . 3 5€2.59 58-.. 0€ 59B. 79 615.64 622. 41 628. 12 634 . 31 639.82 64 4. 79 649. 72 655.78 660. 82 666 54 Elev 298 . 19 296. 04 293 . 97 291.96 288 .59 288 286 281. 05 278 272.35 274 27(, ~ ". L 1 281 . 9B 286.23 290 291 . 92 29-1 16 294 . .J E 293 302 .78 302 310. 75 31 1.12 311. 24 311. 31 311. 35 311 . 39 311 . 42 311.43 311 . 42 311.39 31 1.39 31 1. 34 Sta Val .I Sta 2~ 1. c. Eanl: Sta: Lef t Right Z~l .C 31•:'.4"'. n Va l Sta .(16 310.47 n 1/al .I Lengths: Left Channel 11 ;: .. 4 z 2C:. 19 Right 64 . (•4 CP•)SS 3ECTE;ll -)l_IT?!.'T Profile fll E.G. Elo:!'l ft "Jel He.:id ft :·:. S. Ele·· ft. 1:r it :·.1. S. · f :_ · E.G. Slo~~ ~t/ft "" T-:ita l f :5 · T~p :·11dch ft '·:';l Tor;al ·ft/s Ha..: Ch! r.r1:h :er:, Len';!'. ;-i :·!td. t t Ill n •..:h f.1 ft .=-.1;--r.a ft....;U. 1._ss ·ft c :.. E LU.5.::o If t 26<:'. I S (;_-:;, 2°9.2> . •.•13_:-;,. 12 37 . •'•t) 5(. ;::;:. c;. -I 4 -; . 24 1 •)7-1 (. .. .; ~ l. -c; -,!,. • _.:; ,I_•,:• Element :·lt . n-Val . Pea.::h Len .. ft; Flo~: r.r..;ei 's-1 ft {.I.re~ ·sq fti Flo·"' cfs TC[ >ildth tft; ;.._.,'J ... el . ft/s. H;dr. Ciepth ·,ft· (.:Oli".'. 1''fS: ;·~er:t-;;d r·ei-. ft'. 5t· .. :.:ir lh/sq f1_ ~·:r~~ir, F-o·.-;-:;r \lb ft s } •_;..m, \'01um~ ·a.•.:re-ft Cum s.z.. a.:: res i Coe ff Con tr. .I Left OP 0 . 1(11) l l ;L 42 9. !~1 9. •s :2} C"l s. ?~ 1. C.7 12f. ~· I . 2 I : • €5 (1. ~!~ (1 .l_t..j Ex pan. . 3 r..:hanne 1 (•.(•€.(• SL~? 13£:. ~:: l; q . ~ ~ . 11 •)3. ·)..J "i . ~ ~· <1. 04 q5-5 ,;:: 31' j'" 3. '1 I . 71 •.:1 Main Stem - Revised Existing Conditions Pi ht OE .1 (• 4 . 3. 1. !. '"'4. - ~I. 94 I.. I 4 . (1. (• (•. ir!arning: Ti;e energy loss was greater than l .t:i ft {(1 .3 m). beU·1een the current and previous cco.s.s sect1on . Th1.s maJ indicate the need for additional c ross sections. CR.OSS SECTION RIVER: Main Stem f!E.Z\CH: Unnamed Tributar INPUT Des er iption: Station £levation [1ata Sta 3 .16 46.34 Sta Elev 2i?i . :.3 73 .25 104 .85 301 . 17 299 .73 29€.94 295 .£3 163 .09 292 .52 207 .32 290 88 239 .31 297 .66 316 . 4 6 323.49 328 . 4 335.48 34 5. 2 372.37 38(1 .8 391 . 65 397.'7 440.B 4 8 !. 55 557.55 592. 23 597. 4 6 603.06 60e.s 644. 96 656.56 677.0! 289. 12 2B6 282 .52 2 7 6 . 64 274 L 71 , 67 2'74. l I 275 .84 278 .18 28 3 . 2 2B6 291 .21 293 .03 295 .32 295 . 19 2 99. 4 6 304 308 .33 311 . 17 31!.59 312 . 34 75 .9 !OE . 81 164 . 57 221 . 4 3 2 60. 98 3•j6 . 24 317 324 .2l 33(1 . 44 336.a 346. 41 372 . 92 383 .91 392 .97 407 . 63 456.22 4 99 . 18 565. 4 592 .62 598 .11 604 .88 609. 51 64 5 . 4 4 G59 .06 682 . 28 11anning 's n Values Sta n Val Sta 325. gc: .l 325 .9~ r 1 ::;!.t 343 .86 RS: 353! num= Elev 3(tl . 02 298 . 74 296. 77 295 .53 292 . 4 4 290 .06 288 .26 285 .05 282 276 273 .36 271 . 94 274 .08 276 279 .04 284 288 291 . 98 293 . 64 295.52 295 .67 300 305 .48 309 .34 311. 2 311. 64 312. num= n 'ial .06 133 Sta 19.87 5(1 .12 76 .73 118 .4? l £5 . 4.i 232 .85 265 . 01 314 . 74 317 .91 324.~ 333. 77 337 .0l 348 .5~ 373 .84 385 .64 394 . 21 414 .17 4 59 . 17 52 5 . 65 573 .6~ 593. I 598 .63 605 . 54 618 .19 650 .59 661. 04 101. n L.::i.gll,s: L~fL 8 3. 16 £lev 30(1 . 2 290 .49 296.74 294 .89 292 .4 289.42 288 284 .17 28 1.23 275.48 272. 32 272 274 . 15 276.27 280 284 .77 289.26 292 294 .42 295.29 296 300.43 306 309. 7 5 311 .39 311 . 71 '13 .36 n Val .I 142. 3€· Sta 22.55 57.24 82.52 135. 19 19(1 .88 236.16 266. 12 314. 87 319.37 325.98 334.85 338. 14 367.98 380. 12 388.01 395.43 418.33 469. 41 530 588.33 593. 600. 57 606.03 619. 74 652 .28 664 .29 Rig~.L 166 . L 4 Elev 300.06 291:3 296.51 294 . 14 291 .56 289.23 287.94 284 .06 280 274.61 272 272. 32 274 .62 278 281 . 24 285.41 290 292. 4 6 294 .53 295. 12 296.4 302 306.38 309.84 311. 4 4 311.76 Sta 23.61 70.96 94 . 84 138. 06 194 .13 236.5 286.33 314. 93 321 .8 327.11 334. 97 343.86 368.46 380.62 389. 35 395. 94 433 .l 470.33 547 .19 592. 06 595. 53 602.38 608 .13 64 1. 01 655.74 666. 38 Cuc ff Cu11lL . .l CPOSS S£C"TltJt! 1JL1TP!JT F-rof1le Al E.G. Ele .. (ftl :el Heod tf t i·/.S. Ele.,, <ft1 Cr l t ';J .• ) • (ft 1 E.G. Slope l[t:;ftl Q Total (cfs) To~ 1:iidth (ftl Vel Total (ft/s1 Max Chl [)pth ! ft Conv. Total (cfs Length \·Jtd. ft) M1n Ch El {ft) Alpha frcln Loss (ft) C & E Loss (ft) 0. -;5 ~ 7 a. JC• u. 01311 s 1238.00 59. 7 ~ 5 . 58 6 . 63 1080&.9 14€. (1(1 271. 67 .56 ,, . 72 0.16 ElE:m.<?nt Wt . !1-\Tal. P ·'I h Len. !f:l FlCYJ .l'·.rea s::::i ft l .t.r.:;oa sq it) FlO\·J cfs' T p l"Jidth !ft1 fa."'g. '.'el. fft/s J H;dr. [1epth ! ft , Con':. cfs1 \·Jetted Per . (ft) Shear (lb/sq ftJ Stream Power (lb ft s) Cum Volume (acre-ft) Cum SP.. (acres) Left 08 0. 100 83. I 8 8. 37 8.37 18 . 10 4.54 2 . 16 I. 84 158 .! 5.85 . 17 .54 .06 .03 Elev 300 297.08 296.05 294 291.46 289. 21 286.56 284 278 274.32 271. 9< 274 . 11 274 .76 278. 13 282 285.53 290. 8 6 292 .5 294 .99 295.06 298 303. 4 6 308 310.95 311.56 31 1. 85 Channel 0. :150 142 . 3£ 93. i<6 93 .86 7t'O . 67 11. ea 8 . 32 c. ;: 5 €Fl S. 9 !S.69 4. 11 34 . 20 .48 o. 27 Rl ?ht OB ·J.l l 6G. 119. 119. q 39. ' 3. 3d4.9 3c. 87 .59 9 . 50 0 . 38 0.12 Warning : The velocity head has changed b~· more than 0.5 ft (0.15 ml . This may indicate the need for additional cross sections . Warning: The conveyance ratio !upstream conveyance divided b:t downstream conveyance) is less than Main Stem -Revised Existing Con ditions 0 7 or grea:er tharj 1.4. This may indicate the need fe r additional c ross sections . CROSS SECT!•)N RF'ER: Mair, S'.:..:m RE.W.CH : Unnamed T:: 1bu :a r Itlf'l.1T C•e.s:::r ii:;.t iuri: Station Ele ·o'.:1cr. i:·atei 1 53 ._-: ~ (,-: . : ~: 2 c:. i.'1 31.: .. r::; 3S'i. 51 4(•9 S4 4 4 c . -l 2 4 59. 34 4 68. 1 g 49(1. -.,3 542.53 SBB .57 64 6 . 2 2 71)4 . 4 9 713 .62 723 .11 731.82 :. .:; i . ~'.., ..1 • 269. 272 . -I :J 27 4 . 1 €: 29;• 294 294 . 41 295.&2 296. (t-l j(1} 306 ]!)"? l 'l . - ~! -l. '; 4. c -: 3?1'•. 3~:6 . c:.:- ·I }5 . 41 -l ,:..) . 3-1 H'.(1 4Z -l 'C•. 11 49d .7'i 568 . ()7 595. 2c- 651 . 74 705.99 -1s.03 723 .f 742 . 57 :,um= 11-:. Cle·· ::,._.,· : -l . i ~ ~· ~ € :! • : >:5 . .:..~ l(•S . .;. :,3. '-• 1 :·:;. ::: 82. 72 :::C9 41 1'12 . 6 ?94. 16 :;: 94 56 29£ '297 . OB 3•)2 3(16 23 309. 32,,::. 2-l 3~1 l <l <hH)_r,.::. -l 4 G. -~( -l51 .. Y: -l 62 . 33 -l 13. t:.-: 5(1<!. 8<1 56~.34 61 (I ! 659 . .!..!. 1(17 .?4 7 l c;. 51 725.6' 7 4 s. 1)= Manning 's n Values num= Sta n Val Sta n Val Sta 1J .1 389.34 ,(16 4<16 .86 : g:. \:' 291 . ::. ] ~ts Ele" :-i. 9'1 299.-: f, ,_J_.:_.,:., : 9·:·. -.f ~cc,. ·"5 : .:--.J . -3 ;:. : ·' C:·:· '.>.! .::: :-:(i . s:~ z-; 3. I z-; (;. C:: 284 2o9 .S2 2~i3 29 294 . 16 294 8 6 296. 14 290 302 . 8 3(17 . 33 3(19 . 36 n Val 1 , --. cc J~.?.SS .; 4 -. 19 456 3S 4 €3 . 14 4-:: 4 .: C1 51s .14 569 . 1 f. 620 .53 7(1.j . cs 718 .96 7'"'C.. 97 2-3 9S :oi:. 2 t. 4 . ~~5 29•) £93.65 294 . l '; 295. 12 296. 5 298. 4 8 304 3(!7 36 Sta Elev .fS 299.63 9S .£6 2q€.-.21 ~Ll .:2 '.:'C:4 .35 4 ~. 98 . ..J =· 29•). z ,, ~l S2 31 2-7\':-.26 -:r::. i -~ <'-... c. 09. 3.J 94 . •)5 ,J, ..... c. 58 .45 65.29 477 .3 528 .4 :,77 48 04 42 683.35 711. 36 722.17 730.5 274 27 1 . 18 274 201 . 41 286 290.27 293.85 294 .29 295.61 296 26 300 305. 54 307 84 Bank Sta: Left Right Lengths : Left Channel 389.34 -14 6 .86 141.04 179 76 Right 7!} 48 Coeff Contr . .l Ex pan .3 CROSS SECTION 01._ITPUT Profile Hl E.G. Elev {ft) Vel Head (ft) w.s. Elev lftl Cr1t W.S . (ft) E .G. Slope (ft/ft ) Q Total (cfs) Top Width I ft) Vel Total (ft/sJ Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ftl Min Ch El (ft) Alpha Frctn Loss (ft l C & E Loss (ft ) 278 17 l). 23 277 . 94 o .002505 1232 .00 69.99 3 .64 8 .07 2 4 34 9. 1 155.77 269 87 1 . t)9 . 79 1). 06 Element ~-.it . n-Val. Reach Len. (ft) Flow .n.rea 'sq ft) .n.rea (sq ft) F'low {cfs) Top Width {ft; Avg . Vel. (ft sl H;dr . Depth (ftl Conv . (cfs l Wetted Per. (ft l Shear I lb/sq ft I Stream Power l lb/ ft s J Cum Volume (acre-ft) Cum SP.. (acres ) Left •)8 0 .101) 141. 04 12 01 12.01 12.71 6. 07 .06 I. 98 250.0 7.24 0. 27 0.28 0. 04 0.02 Channel 0.060 179.76 314 . 62 314 . 62 1210.39 57.52 3.85 5.47 23806. I 58. 91 0.86 .) . 32 81 0. 14 Right OB 0 .1 (1(1 70. 48 13. 52 13.52 14 . 90 6. 40 1 10 .11 293 .0 7 .68 \). 28 0 .31 0 . 12 0 . 04 Warning: The velocity head has changed b".,-' more than 0. 5 ft (0 .15 ml . This may indicate the need for additional cross secti ons . Warning: The con·1eyance rati.o (upstream conveyance divided bj downstream conveyance) is less than 0 .7 er greater than 1 <I. This may indicate the need for add1t1onal c ross sections . CROSS SECTION RIVER: Ma in Stem RE.l\CH : Unnamed Tributar INPUT Descr 1ption: Station Elevat ior, Data ~ta Ele·: Sta '0.36 11 7. 3 14a .65 194 . 07 248 65 322 .07 370. 2 1 388 . 7 4 408.28 412.34 417.55 421 .67 426.39 433.73 4 51. 93 486. 4 4 3(1 1.3-l "-o . .._ 291:1 . 2 3 2%.42 295. 1 29..J 292 4 29(1 288 .03 287 .08 234 279. 87 274 .23 271.42 269.06 272.24 271. 99 278 -;4 . 7 3 123. E4 161. '1 198. 5..J 2.., 3 cs "24 37 1. 28 400.-7 40B .9 414 . 11 418 . 15 422 .63 428 . 4 5 4 39. 48 459 . 492 .4 rium= 1..J Ele·; 5t-:i ,~ (1 (• . ,-, 3 298 i";9 :l'":-.C·l 296 .2~) 12-.;~ 294 . 7-~ 1 ... 3 .€5 293 .91 21 ..... u :291 .""'2 21.=:.-:9 ,,:-:19 .95 331 :06 282 J-:>..J .42 286 4(•3 .37 283 36 ..Jl 0 .23 278 414 91 274 .07 -118 .31 270.69 423.53 270 431 .2 272.15 443.32 273.61 469.99 279 492 1 7 Ele·1 J(l1) 29, 29€-n9 29·1 5& 293 .53 29 l . 57 289.59 2 8 7 . 92 285. 6-l 282 277 13 274 270 271 16 272 275.36 279.06 Sta 7 . J( g1 l ~?.Sf. 193 .76 .:.1'. B~ 311.33 34 ~. 19 380 4 oj7 . 01 412 . 15 415 . 96 420. 24 424 .67 433 .21 448 83 471 . 31 4 93 . 33 Elev 299.90 291 .37 296 2"9..J (!} 293 . 4 290. 3 7 288. 91 287 . 7.f 285 22 280 .07 276 272 . 51 269.2 272 272 275 .59 279 . 16 Sta <I 0 C4 98 . 64 Hl.92 193.99 223 65 321 . 52 351 .95 384. 98 407.73 41 2.<< -l 16. 79 420.9 425.59 433.33 4 51 . 29 481 . 3 4 97 Elev 299 .33 296.9'3 295.43 294 293.24 290 04 288 .6 2e7 .46 284.53 280 275.09 272 268 .6 272.08 272. 01 277.21 280 4 97 . 521 . 54 8 . 57 5 . £21 .9 €75 . 3 725 . "'77 4. 7 835. 8f_...,. 9 80. 13 ., 4 . 84 07 .~5 89.77 292 293 . b4 294 : 94. gc~ 295 .~3 2 ~1£ 2 = .93 2B0.3f =•)(• 4 .C:l 2B5.(1l 531 .4 .29 28~ 553 . .42 29(' S'---;. _,g 292 .0~ i49. .-4 2S3 57 699. _4-: 294 .•.i,,_ 12.: .. 7 . 0:.1 295.•JC 799 .ii 29f.11 ~50 . .o:-29'. ~ . s i Sta .€ 504. . 9 531. 561) 59~ . 3 €52 . . s: -;'t)l . _, • (_I 7<! ~:. ·>-'. : 13.-! H:-9 . :s·: : 9:;:. '·' 2Cl . 93 . 93. 94 . 0 _5 LS 3 . (_ c. t) 5an!· Sta: L~ft f<.I?t"':t Lengtl.-": Left .:.:t-,a!l:?e l ..; :; .. l --. . ..j..; Pl?ht c.., .€-! .:oeff Contr . -cl:•) 9 4.J3 . 33 E .~·. Elev ,ft './el Head \ft; l'l .S . Elev 'ft; Crit i·J .5 . (fti E.G. Slof:'e {ft/ft; Q Total (c:fs) Top Width (ft1 Vel Total (ft/sl Max Chl [1pth ~ft! Conv. Total !cfs) Length \'ltd . (ft) Min Ch El !ft) ~.lpha Fr ctn Loss (ft l c & E Loss 1 ft l 2°7 . :7 (,. r... ~ 275. ·Ji) l'. 0141);,3 12JB. j_l(_I 61 . 01 ;.j 5 7 . 93 10461 9 268 6(1 1 . ., 2 SlJMHP.RY OF M./IJ<JNING 'S N Vfl.Ll.IES River :Main Stem Reach Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tribut ar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar TJnnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar JJnnamed Tr1butar Unn.:imeo T11outat Unnamed Tr1butar Unnamed Tr ibuta r Unnamed Tr1butar !_lnri;:imed Tr 1 but a r !_tni.amed Tr1butar IJnr.amed Tr ibuta r Unnamed Tributar !Jnnam.:d T1 ibuta r Unr,amed Tr ibu tar Unnamed Tributar l.1nnamed Tr1butar Unnamed Tributn.r 1_1nnamed Tributar Unnamed Tr ibutar Unnamed Tributat Unnamed Tributar 1Jnnamed Tributar 1_1nnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar !.Jnnamed Tr1butar Unnamed Tr ibuta r Unnamed Tr ibuta r River Sta. 8278 8201 ''3144 7995 7943 7884 7794 7588 '448 7406 7405 7404 7403 7331 7154 7083 6863 6650 6480 6311 624 4 €200 6033 5662 577 c 5563 5435 52S,:; 51<.5 c11.1 S1j'.2-1 4 91j6 ~Bl i:: 47H· 4 5-17 44.56 4401 4289 4207 4106 4066 4019 3965 3915 3914 3912 3911 3893 3805 Element Wt . n-'1al . Reach Len . 1 ft, Flo\.,o ."-.rea (sq ft·. .<..rea (sq ft) Flo· .. , {cfsi Top Width (ft ) lwg. Vel. f t /s) Hydr . [iepth (ft) Conv . (cfs; \'Jetted Per . {ft) Shear \lb/sq ft} Str eam Power (lb/ft s) Cum Volume !acre-ft) Cum SP. lacres) nl .l .1 .1 .l .l Culvert .1 .1 .1 .l .l .1 .l .l .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .l .1 .1 .1 .l .l .1 .l .1 .1 .l .l .1 .1 .1 .1 .l .1 .1 .1 .1 .1 .1 .1 n2 .06 .06 . 1)6 .06 .06 .06 .06 . 06 .06 .06 .06 06 .06 .. 06 .06 .06 .06 .06 .OE .06 . 06 .06 .06 .l.llJ .06 .OE • (16 . oc .OE • 1)f • 06 • (t6 .06 .06 .06 .06 .06 .06 . 06 . 06 .06 .06 .06 .06 .04 . 04 . 04 .06 n3 .1 .1 .l .l .1 .1 .1 .1 .l .1 .l .1 .l .l .1 .1 . l .l .1 .1 .l .1 .l .1 .1 .1 .1 .l .l .1 .1 .1 .l .1 .1 .1 .] .l .l .l .1 l .1 .l .1 .1 .1 .1 Left c.e (1 • l 0(• 13. 2' 13.27 35. 17 5. 4 3 .65 .44 29'.2 7 .17 1. 62 .28 n 4 .1 .1 .l .1 .1 . 06 22 9 . .9 94 . £:-:p-3!1 . .~ Ch~1.i-.iie~ 1). (1o;S(• c . ?4 76 . 8·1 691. 11 12 .43 8 .9'> 6 . 18 5840 .9 14 .29 4 .70 42 .28 n5 .I .l Main Stem - Revised Existing Cond itions P 1 ::ht.:. ·:,e ·) 1 (1(1 l 3C. 0.3 13€-. 93 511 . €6 43.75 3.74 3 .13 4323 .8 4 4. 2(1 2 .71 10. 12 l.'nriamed Tr1butar 1_1r,named Tribui:.ar '-1r.named Tribur.ar r.1nnamed Tr1butar ;;.; Sl_ll-1M .. :..? ·1 (,f F E.:._(!i LENGTHS Fl.!v-?r: Main 5'""=1" i!nr.amed Tr:bur:a:: :_;1,neimed Tr it::..1::.ar !_1r1named Tri hu 1. :Jr 1.1nnamed Tr l bd ~ u r 1_1r:named Tri bu· a r ·..i:·,named Tr1bu:.ar r_:nna:ned Tr ibutar 1_1nnamed Tr.ibur:ar 1_1nnamed Tribut.:ir r.innamed Trihu·~;,r 1_1nnamed Tr ibutar IJnnamed Tribui:.ar l-1nnamed Tributar Unnamed Tribut ar 1.1nnamed Tr1bur:.ar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr ibutar Unnamed Tributar Ur.named Tr ibutar Unnamed Tributar Unnamed Tributar l.1nnamed Tributar Unnamed Tributar llnnamed 'T'ributar Unnamed Tributar l1nnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr ibutar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar H.1 ··er ::: ta. -",, -44" • 4(J(. 7 4 (!~. 14(!4 7-l•)3 -331 715~ 7CtB3 6603 665(1 64 80 6311 624 ·1 620(1 6033 5862 577' 5563 5435 528f 5165 5114 5024 4906 4818 4716 454 7 4456 4401 4289 4207 41(•6 4066 4019 3965 3915 3914 3912 3911 3893 3805 3617 3531 3388 3208 .1 .1 l .1 (.7. l tl . 4!' iL. "";~ :1_. 1 - -.... ?1 ("ul :~rt. -'-'-'•· :i(.r_: :;:1). 15 l l7 . 82 65.31 79. (12 53.26 24 .25 136.93 16. 7 l(l. 38 52 .9 85 .15 121. 6 22.57 2.58 2.33 . 12 . 25 10. 96 43 .96 54 .69 125. 39 17.78 42. 17 19. 2 16. 75 19.38 59.82 41 48 .3 5B 13.66 . 28 .56 I. 28 3e . 4 49.95 151. 91 11 s. 42 83. 18 141 . 04 4 3 . 1 11;.l 1-l··. :: _ .. .,:. • l .• ~J • -;.. -tl.'·c'. l. 14 . 1 c 1. 17 I!. 31 1 -~ .. 9-; 11. :ii:. 22(J. 19 212 .41 1...,(1 . 7 3 l 6i:.. -l Cl 67 . -l 4 4 3. 42 167. 27 1"l.23 ~6 .3 212. 91 127. 48 149 El. 4 51 . 14 89. 12 118. l 88 .07 102.68 168. 67 91. 4 7 54 . 13 112.36 81 .78 101 . 22 36 47 54 50. ·)~ . 02 .05 . 02 18. 49 87 .39 1BB .43 86.19 142.36 179. 76 3208. 4 1 SLIMH.;.:..R·r OF COHTPJ..CTIOfl P.JJ[J E:\P.liJJSI "N r_:(.rEffICIStlTS River : Main Stem Reach l.lnnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tr-ibutar Unnamed Tributar Unnamed Tributar l'nnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar l'nnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar River Sta . €127~ 8201 B 1-l-l 7995 79~3 7884 7794 7588 7446 7406 7405 7404 7403 7331 7154 7083 6863 6650 Cent r . .1 .1 .1 .1 . 3 Culvert .:i .1 .1 .1 .l .l .1 .1 .1 .1 .1 .1 Expan. .o . 3 .'> .3 .3 .3 • 3 .3 .3 .3 .3 . 3 !· l ".ll. ~ .1 .l .1 .1 ~ . {, - 1 :.- 1. 4 12 ... d 1 ~· l : . (•5 . (15 . (15 9'-l . 12 1 j/. 88 .Se 74 .30 11 . 44 -15 . SJ 3:;. 3 76.61 ~.., B9 55. 07 1 . 57 .89 . 96 .42 140.75 225 7€ 10.71 53 . 4 6 2>'.i .33 6 .66 35 84 17 .89 -l6. -l 5 65 . 4 5 159 . 24 13 .36 16 . 02 34 47 59 170 .23 1. 62 3 .25 1. 62 62.83 66 .87 136 . 14 64 . (J4 166.21 71.1 . 4 8 50 . 01 Main Stem -Revised Existing Conditions Main Stem -Revised Existing Conditions r.innamed Tr ibutar Ci481) .1 . 3 1.innamed Tributar 6311 .1 . 3 !Jn named Tr 1butar 6244 .1 .3 IJnnamed Tr ibutar 6200 .. .3 1•1nnamed Tr ibutar C033 .1 .3 !Jn named Tr 1but:ar 5%2 .1 .3 Unnamed Tributar 577 6 .1 . 3 1.innamed Tr ibui:a:: 5563 .1 .3 1.rnnamed Tr1butar 5435 .I .3 •1nname Tr ibuteir 52B6 .I .3 1.innam~d Tr1tutar 51~: .I .3 1_1nnamed Tr1butar 5114 .1 .3 Pnr.amed Tr1butar 5(•2 .:I .I .3 1_rr,named Tr H:ut.::t 49'•0:: .1 .} 1_1nnamed Tr1hutar "1, .I '.lnnamed Tr 1_buta1 -Pl~ .1 .3 1.rnnarr:7d Tr11~'.i1,ar ..J 5-1-.1 .3 1.1;1nami:d Tr1Lutar ~-ls.: .I ·- 11nn~med Tr lf u:ar ..J ~ (• l .1 .3 1ir1r1Cimed Tr1b11tar L-.1 .3 1h,nam~d Tr i.r.uro.1 .:i :.:--.I 1_1:.naned Tr1butc.r -llt.i;: .1 • 0 1.1nnamed Tr1hut:~r .:jt)€:" .I . 3 1.!nriamed Tr ibut~n 4('!, .1 IJnnarr.ed Tr1butar 29~5 .] .5 !)nnamed Tr 1but:ar 391 c .I . 3 l.Jnnamed Tr1butar 3914 .1 . 3 Unnamed Tributar 35112 .l . 3 Unnamed Tr1butar 3911 .I .3 l_tnnamed Tr1butar 389.5 .1 . 3 Pnnamed Tr-ibutar 380~ .I . 3 Unnamed Tr1butar 361-.1 . 3 Unnamed Tributar 3531 .I . 3 Unnamed Tributar jJ~.? .! . 3 Unnamed Tributar 321)8 .l . 3 Unnamed Tributary to White Creek Proposed Conditions HEC-RAS Plan: ProposedCond River: Main Stem Reach· Unnamed Tributar Profile. 1% ~-~· -~~ach __ -. Biver Sta . Profile a Total Min ch El w.s. Elev -_(cf~) • -~ __ !!ii=~-= -::-iiti~=: . ~~~..!:~.!.~~~~ 8278 ~Unnamed Tributar __ 8201 ;unnamed Tributar 8144 iry_~~dT~ib-~~L .. 199s 7943 ~~-~~~.]!i~~~r 7884 ,~n_r'!~med !.ributar 7794 Y.!:1..~~~~-!~l!!~r-_ .~~0 ~~i:1_?r.!!_e~ Ti!b~tar 7448 Ll}_~!lm~ Tnbutar_ 7406 "~-~n~~ed !._ribu!ar 7405 Unnamed Tributar 7404 :-----··---•·· l--~n~a~ed Tributar 7403 J:!.n£l~~e~ I.r_iE~.~!. '7331 ·u-~a~ed_Trib~~ar 7154 Unnamed Tributar 7083 1---· -----·-Unnamed Tnbutar 6863 r U-nna.;,ed T nbutar 16G50 ~.!l~;~dT!ibuta;----• 6480 --·- Unnamed Tributar 6311 run-;;;;;~~;;-·· ··-6244 fun-;..med Tribui:.r • 6200 r----·------·--· ·-~~~<1..T~l~~!ar .~6~33 ~~~i:_d_!!.!!?.~!~!.--··r58?2 . ~n~m_e~ T!!bl!!_ar __ J?776 ~a~ed T~tar ___ ,5563 ~;~;~~]~:~--. _ ;~.~:. ~named Tributar . j5165 Ur;n-;.;;,ed-T;;bu;;,;--(51l4 Un~~~ed}~~~~=-.T5Q~4· 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% 1% -~~-% 1% 32300 32300 323.00 32300 323 00 Culvert 32300 400.00 40000 40000 40000 40000 400.00 40000 482 00 48200 48200 48200 857 00 857 00 857.00 857 00 857 00 857.00 857.00 857.00 857.00 857.00, 857.oo1 1162.00: 1162.00'. 1162.00l 1162.00, _ 11~~-~I 1162.00 1162.00 I 1238.00 :~::1 1238.00 1238.00 Culvert 297.07 296.62 294.83 293.65 294.00 294 00 291.67 292.28 291 98 291.98 291 98 291 98 291 .83 291 36 290 77 288 88 289.45 289.95 286 69 287.21 287.11 286.26 285.64 . 286.71 282.61 282 87 281.65 280.74 280.27 281.48 280.83 280.88 279.76 . -~'.7 _98j 277.31' 277.23 276.34 276.60 ' . --. I 275.491 _275 43 . 301.72 300.71 300 44 299.65 299 65 299 62 299 18 298.12 298.33 298.31 298.30 298.31 298 00 296 47 296.17 296.05 295.95 295.26 294.00 293.91 292 99 291 76 291.15 290.70 290.11 289.23 289.25 288.97 I 288.84 288.19 287.73· 287 55 --~-1 ~!!_!05" 285.85 285.45i 284 97 . 284 61 283 45i 282:11 '1· 282.30 281.091 280 88' 280.96, i~~i t~~I 278.30, 277.94; 276.531 ~ril W'§: .. , f::.G. Elev i1tJ . lf_IL __ 295 71 295 27 295 27 I 276.561 276.57 27540 301 98 301 09 30066 299.87 299 72 299 66 299.35 298.56 298 37 298 3& 298 36 298 35 298 22 296 83 296 32 296 07 295 99 295.67 294 46 294 10 293.80 292 08 291 30, 290 921 290 27 . 289 71 289.29 289 07 i 288 981 28866! 287 9fil 287.74! 287.37: 286.41 i 285 8oj 285 47 i 284 921 284381 2928?!. 282.61 I ··1 I 281.74: 281.31 i 281.021 281.02 281 01 I 281.01 281.00 280.93 280.16 279.05 278.171 277 32 ~9"~1?~ .. , -~·!~.h.nl ___ -~l?~~ea_ , i_hlftJ ___ , ___ (!ti~!_ -. . ~'lt_IL - 0.012521 4.09 79.93 0.010293 5.03 68.39 0.004672 0.006084 0.001027 0.000692 0 002935 3.75 3.80 2.06 1 73 3 34 0.013274 5 33 0 000723 1 82 0005345 2.16 0.005383 2 17 0.000733 1 83 0.005457 3.69 0 010993 4.89 0 003991 3.52 0000755 1 66 0.000450 1 61 0.009052 5.40 0 006231 5.54 0.003071 3.65 0.018570 7.95 0.008399 5.73 0 006644 4.06 0.009542' 5.18 0.004431 4 54 0.009274 5.87 0.001345 2 64 0.002lz7 I 3.19 0.002747 ' 4.20 0.009598 0.005806· 0.0036941 ----1-- 6.60; 5.18 4.68 1:~i~~---. ::~ 0.006127 I 6.00, 0 007751 1 6.34 i 0 003526 4 73. 00l65461• 8.26, 0.0138611 6. 70; 0.0018471 4.50' 0 0045391· . 6 46 ~~:~ ~--"j!i! 0 000963 2.51 0.000376 0.000424 0.001828 0.013270 0.013118 000~~5.; 0 014003 2.141 _3.451. 3.611 7 89! 8.321 3.85 8.99· 93.05 8511 157 09 186 84 126 75 76 09 319 59 262 18 261 43 319 08 108 40 109 43 215 63 566 52 382 12 200 16 175 16 291.74 16061 261 51 401 09 372 52 408.36 199 87 665.20 445.94 570 10 293 15 405.66 485.68 365 20 24315 365.85 298 83 362 31 195 87 ' 184 80 274.81 191.62 273.82 648J71 549.43 s49 63' 648 80 559.88 612.90 192.22. 222.02 340 15 227.04 TopWi~th _11t) ... 37 12 27.78 36.12 28.40 30 59 36.76 48 58 37 60 104 46 106 96 106 77 10591 35.10 63.31 134.50 225.95 189 94 96.23 80.43 126.24 85.10 110.15 291.45 324.58 248.30 102.22 249.95 189.45 197.04 196.52 203.91 i 212.09 142.321 92.74 i 1:is.51 ' 116 22 131.10 69.44 • 51,21 ' 73.48 79.84 1 101.02 · 156.061 132.09 132 65 157211 122.90, _2~2.01T 563~j 59.78 69.99 61.61 Froude #Chi 0.48 0.52 0.35 0 39 0.16 0.14 0.28 0.55 0.15 0 14 0.15 0 15 0.37 0.53 0.33 0 14 0.12 0 50 0.42 , 0.30 0.70 0.481 q.41, 0.50 .. , 0 34 0 491 0.20 0:211 0.281 0.49/ 0.391 0 34 C!.431 0.48 0.41 0 471 o:i3j' 0.67 0.62 031 j I I 0.47' 0.-481 0.16 0.19 0.19 0.17 0.18 ~J 0.64 _o.lJ] 064 305 300 295 290 g c 0 ~ 285 > w 280 275 270 Unnamed Trib to White Creek Plan : Main Stem -Propsed Conditions 6/12/2008 Main Stem Unnamed Tributar 265-+-~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ 0 1000 2000 3000 4000 5000 6000 Main Channel Distance (ft) Legend EG 1% ws 1% Crit 1% Ground g c .Q ro > Ql w g c .Q ro > Ql w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320r---.1 ---:j ~1(-' ----.1 ---~ 3101 300 290 280 270 -~,..-,·-T~-,-r--r-r-.--r--r-r-~·~~~~~~~~~~~ 0 100 200 300 400 500 600 700 Station (ft ) Legend EG 1% WS1 % Ground • Bank Sta Unnamed Trib to White Creek Plan· Main Stem -Propsed Conditions 6/12/2008 1-----J,05 -.1 )I 310 . I · I ( Legend EG 1% 300 ~ __ _.....i ws 1% ~ Ground 290 • 1 Bank Sta 280 · ' 270 260 -r----..·-1·-r 0 100 200 300 400 500 600 700 800 Station (ft) g c 0 ~ > Ql w g c .Q ro > Ql w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 )1.1( .1 , 320 0 Legend 6 EG 1% 310 ws 1% Ground 300 • Bank Sta 290 280 270-+-~--,-~~--,-~~--,-~~--,-~~--,-~-, 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 1 1 )~ .1 305 6 I Legend 300 ··········--······· EG 1% 295 ws 1% 290 Crit 1% Gro-und 285 • Bank Sta 280 275 270 265 0 200 400 600 800 1000 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 I._ __ 1 ----~ .04 -,1~ .1---1 305 Legend ., 300J EG 1% WS1 % 295 Grit 1% g c 290 Ground Q • iii Bank Sta > 285 Q) w 280 ~ 275 ~ 270-1----, ~ --,--r r ~ ---.---, 0 200 400 600 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ----.1--__. ... 1 04 1 I ft---1_, 300 1 1 Legend 295 -~ ----------·--·--·-·-· EG 1% WS1% Ground • 290 g c Bank Sta 0 285 ~ > Q) w 280 275 270 -~~-,--,----~--·~·~---------- 0 200 400 600 800 Station (fl ) g c .Q iii > Q) w g c .Q ro > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 )I( ~I 1----4 .04 , .. 1y 305 300 295 290 285 280 275 270 0 200 400 600 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 305 k<----.1 ---~-~ 0 6 .08 +-.1 300 295 290 285 280 275 270 0 200 400 600 800 Station (fl) Legend -················ EG 1% ws 1% Ground • Bank Sta 800 6/12/2008 1000 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ~--_1 ---;1~_05 - 1 -.1 305-Legend 300 EG 1% ws 1% 2951 Ground g c 290 ~ lneff 0 ·~ • > Bank Sta <1J w 285 280- 275 -,--,-· 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ~ -1 ---~l( .06 ~1 -1> ·---.1--1 3051 Legend 3001 EG 1% ws 1% '"j g Ground 290-• c Bank Sta Q 1 -ro 1 > 285 <1J w 280 275 270 -r -r---..-- 0 200 400 600 800 Station (ft) g c 0 ~ > <1J w g c 0 ~ > <1J w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 .1 305 0 6 300 295 290 285 280 275 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 305 300 295 290 285 280 275 Legend ····--··············· EG 1% ws 1% Ground • Bank Sta -, 800 6/1212008 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta 270 +-~~~~--,----~~~~~--,----~~~~-~~~-,----, 0 200 400 600 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 )I Legend {----.1 --_,l,__ .06 -)' .1 305 T 305 -Legend -···················· 300 ~ EG 1% 300 EG 1% WS1% Crit 1% Ground lneff • Bank Sta 2951 ws 1% Ground 295 g • g c Bank Sta c .2 0 290 c;; 290 :; > 1 > Q) Q) w w '"l 285 280 280 ~ 275 l r-1-·r-i I 275 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib lo White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 l--.1 .05 ... -)1 -.1 .1 .01 + .1 1 ,.---1 :::1 Legend 305· Legend ................... EG 1% 300 EG 1% 295 1 WS1% ws 1% Crit 1% 295 Crit 1% g g c Ground c Ground .2 290 0 290 c;; :; > lneff > lneff Q) • Q) w w • 285-Bank Sta 285 Bank Sta 280 280 275 -,-275 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 800 Station (ft) Station (ft) g c .2 <ii > Ql w g c 0 ~ > ~ w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 305 J-: ----.1----101 _____ .1 1 6 300 1 295 290 285 280 j j 275 -1--~~--,-,---.--~ ~ ~~-~--,.--.-~~~~~~~~~ 0 100 200 300 400 500 600 700 Station (ft ) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ~'" ---.1 :-j.i~-.1 305 -1 0 Legend 1 6 300 ~ EG 1% 2951 ws 1% Ground • Bank Sta 290 285 280 275L. ·r r :--1---.-ro--~ 0 100 200 300 400 500 600 700 Station (ft) g c .Q ro > Ql w g c .2 ro > Ql w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 305 -----.1 -----01 !<:(----.1 6 300 295 290 285 280 275 0 100 200 300 400 Station (ft) 500 600 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 305 ----.1 ----)I a -------.1 ------~ 6 300 295 290 285 280 275 0 100 200 300 400 500 600 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 I_ ·1 -'1 f<--.1 310 0 Legend 6 305 EG 1% WS1 % 300 / Ground g • c Bank Sta 0 295 ~ > ~ w 290 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ~ { 1 . I I : ------.1---- 305 -J . ~I Legend 3001 ··--------··-----··- EG 1% ws 1% 295 Ground g • c Bank Sta Q 290 ro > Q) w 285 280 275 ,--r-r-,..--, ---, 0 100 200 300 400 500 600 700 Station (ft) g c 0 ~ > Q) w g c .Q ro > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 310{-·1 _,~ .1 Legend ..................... 305 EG 1% ws 1% 300 Ground • Bank Sta 295 290 285 280 +_,.~~~~~~~~~~~~-~-~--~~- o 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 305 300 295 290 285 280 275 0 100 200 0 6 ,.._ _____ .1 -----~ 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/1212008 I 1 .1 )I 315{ Id 6 Legend ·-----·----------- 310 EG 1% WS1 % 305 Ground g 300 • c:: Bank Sta 0 ~ > 295 Q) w 290 285 280 -----r-1---r i--i---· --~ ~ 0 200 400 600 800 1000 Statio n (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ---1 ----I, ____ .1 , 305 0 Legend 6 ---········-········· EG 1% 300 ws 1% Ground g 295 • c:: Bank Sta 0 ·~ > Q) 290 -w 285 280 -r-r--r-r--r-·1· ..... ~ 0 100 200 300 400 500 600 700 Statio n (ft) g c:: 0 ~ > Q) w g c:: .Q «i > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 1-f----.1----»i ~ 1 __, 0 6 315 ~( 310 305 300 295 290 285 280 0 200 400 600 800 Station (ft) 1000 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 I .1 )I .1 )I 305r 0 Legend 6 ···············------ EG 1% 300 ws 1% Ground 295 • Bank Sta 290 ..................... 285 280 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1---;I .1 0 Legend 6 320 ··-················- 315-EG 1% WS1 % Ground • Bank Sta 3101 g 305 c Q '° > 300 Q) w 295 290 285 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 I. ·----.1 -.f;-------.1 ----315 0 Legend 6 ..................... 310 EG 1% WS1% 305 g Ground 300 • c Bank Sta 0 -~ > 295 Q) w 290 285 280 T. -,---,---r T -~ --r-'-r--;---:---.---r 0 200 400 600 800 1000 Station (ft) g c .Q '° > Q) w g c .Q '° > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 .1 315 310 305 300 295 290 -:. ':.~ Legend EG 1% WS1% Ground • Bank Sta 285-+-~---~-~~-~~~-~~-~~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 315~( .1 .1 )I 0 Legend 6 -···················· 310 EG 1% ws 1% 305 Ground 300 • Bank Sta 295 290 285 280 0 200 400 600 800 1000 1200 Station (ft) g c 0 ~ > <IJ w g c 0 ~ > <IJ w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 ]' 315- Legend EG 1% ws 1% 310 Ground 305 • Bank Sta 3001 295 :::t~·~ --~-r-r- 0 100 200 300 400 500 600 700 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 315 310 305 300 295 290 285· 0 100 200 300 400 Station (ft) 0 6 500 600 700 Legend EG 1% ws 1% Ground • Bank Sta g c .Q iii > <IJ w g c .Q iii > <IJ w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 315 310 305 300 295 290 285 0 100 200 300 400 Station (ft) 500 600 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 310 305 300 295 290 285 0 100 200 300 400 Station (ft) 500 600 700 EG 1% ws 1% Ground • Bank Sta g c 0 -~ > Q) LiJ g c 0 ~ > Q) LiJ Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 315 310 305 j 300L 295 290 0 100 200 300 0 6 Station (ft) "'------.1 ---~ Legend ----·-···-···-······· EG 1% WS1 % Ground • Bank Sta 400 500 600 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/1 2/2008 {-·-------.1-.1-- 320 Legend 315 EG 1% ws 1% 310 Ground 305 • Bank Sta 300 295 290 285 -r-,-,--,~--r-ro--1---r-y---.--.--r- 0 100 200 300 400 500 600 700 Station (ft) g c .2 ro > QJ LiJ g c .2 ro > Q) LiJ Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 ,..___ __ .1 ---{------.1 -----~ 0 6 315 310 305 300 295 290 285 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 ~----.1 -----0 ... 1(---.1 6 315 310 305 300 295 290 285 0 100 200 300 400 500 Station (ft) 600 700 Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem • Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Ste m -Propsed Conditions 6/12/2008 If------.1 --, :-~-1 ----4 .1 .r-.1 320 0 Legend 320 0 Legend 6 6 ·················--·· 315 EG 1% 315 EG 1% ws 1% ws 1% 310 Crit 1% 310 Ground g g • c Ground c Bank Sta Q 305 • .Q 305 <O rn > Bank Sta > QJ QJ w w 300 300 I 295 1 295 290-l-r r ' l -r-·r-·-,..--,--,--~~ 290 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 1 r-.1 .1 320 0 Legend 320 Legend 6 ··········----------· 315 EG 1% 315 EG 1% WS1% ws 1% Ground 310 Ground g • g • c Bank Sta c Bank Sta Q 305 · 0 305 <O ~ > > ..9! QJ w w 300 300 295· 295 290 L 290 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) g c .2 iii > Q) w g c 0 ~ > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 ----.1 -- -__ ,J ~ '16 -.1 ---~ 6 300 295 290 ~,.---.,.--------------------0 100 200 300 400 500 600 700 800 Station (ft) Legend EG 1% WS1 % Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem - Propsed Conditions 6/12/2008 I, --.1 .1 320 0 Legend 6 J EG 1% 315- ws 1% 310 Ground • Bank Sta 305 300 295 290 -, !"""'-~-- 0 100 200 300 400 500 600 700 Station (ft) g c .2 iii > Q) w g c 0 ~ > Q) w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 315 310 305 300 295 290-h-~~,.--r--r-,~r-r-~--r-,~~.,....,.~r-r-~--r-,~~~~~ 0 100 200 300 400 500 600 700 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 315 310 305 300 295 290 ---.1 --~-~.1 _, 0 6 0 100 200 300 400 500 600 Station (ft) 700 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta g c .Q ro > w g c 0 ~ > ~ w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Added cross section for culvert crossing -----.1 -----7>1 ----.1 ---~)1 320 300 - 295 l 290~-. 0 100 200 300 0 6 400 Station (ft) 500 600 700 800 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 2 -12' x 7' Culverts }PU<---· .1 - 320 J Legend . 6 315 EG 1% ws 1% 310 Crit 1% Ground 305 • Bank Sta 300 295 290 ~---,-- 0 100 200 300 400 500 600 700 800 Station (ft) g c 0 ~ > w g c 0 ~ > w Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 2 -12' x 7' Culverts .1--{ .1 320 0 Legend 315 EG 1% ws 1% 310 Crit 1% Ground 305 • Ba nk Sta 300 295 290+-~-~~~-~~-~~~-~~-~~~-~~ 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 320 ~( .1 I( .1 )I 0 Legend 6 ·--···-···--····-···- 315 EG 1% WS1 % 310 Ground • Bank Sta 305 300 295 290 0 100 200 300 400 500 600 700 800 Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 k---.1 .1 )I .1 ·r .1 )I '"1 0 325 Legend 0 Legend 6 6 ................... ····················· 320-EG 1% 320 EG 1% ws 1% ws 1% 315 Ground 315 Gro-und g • g • c Bank Sta c Bank Sta .Q 0 310 ro 310 ~ > > ~ Q) w w 305 305 300 300 295 295 0 100 200 300 400 500 600 700 0 100 200 300 400 500 600 700 Station (ft) Station (ft) Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 Unnamed Trib to White Creek Plan: Main Stem -Propsed Conditions 6/12/2008 .1 f--.1 I ' . I( .1 )I 325 0 Legend 325 0 Legend 6 6 ····················· ..................... 320· EG 1% 320 EG 1% ws 1% ws 1% 315 315 g Ground g Ground 310 • 310 • c Bank Sta c Bank Sta 0 0 ~ ~ > 305 > 305 Q) Q) w w 300 300 295 295 290 .---.-290 0 100 200 300 400 500 600 700 800 0 100 200 300 400 500 600 700 800 Station (ft) Station (ft) x I. Y. HEC -R.ll.S Version 3 .1. 3 May 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center 609 Second Stre et Davis, California xx;~xxz xxxx xx xx xx x x Y. x x x x x XZY.Y:·::-:;.: !:X:.\:\ AXX xxzx ;.:xxzxx x i'. /.. !. ZXZ?::</ XI.XX pµ·),JECT D.n.r.r.. Project Title: Unnamed Trib to White Creek Pro]ect File Main Stem.pr) Run Date and Time : 6/12/2008 6 :43 :59 PM Project in English units Project Descr iption: x x x ;..: x x:;,:xr x x;-:xx XXt~i'./. Hydraulic Impacts Analysis for an Unnamed Tributary to White Creek In Support of Proposed Development of 2818 Place in College Station, TX ~~hi te Creek Watershed KHA Revision 06/13/2008 JCH Vertical Datum o: NAVD88 This purpose of this project is to complete a no-rise hydraulic analysis for the proposed culvert crossing in Phase II of 2818 Place. This model will update previously updated models for this stream. PLAN DATA Plan Title: Main Stem -Propsed Conditions Plan File k: \CIVIL\643ll009-Place_2818\Hydrn\HEC-RAS\MAIN STEM\Main Stem.p07 Geometry Titl e : Main Stem -Proposed Conditions Geometry file k:\CIVI L\64311009-Place_2818\Hydro\HEC-R.l\S\MAIN STEM\Main Stem.g03 Proposed Condition Flows -Main Stem Flow Title Flow File k: \CIVIL\ 64 311009-Place _ 28 l 8\Hydro\HEC-RAS\MAIN STEM\Ma in Stem. f05 Plan Summary Information : Number of : Cross Sections Culverts Bridges Computational I nformation 52 Multiple Openings Inline Structures Lateral Structures Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations 0 . 01 0 . 01 20 0 .3 Maximum difference tolerance Flow tolerance factor 0 001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks i n n values only Friction Slope Method: Computational Flow Regime: FL•)\V [i . .:i. T .:.. Average Conveyance Suber i tical Flow Flo,~· Title: Proposed Condition Flows -Main Stem 0 Flow File k: \CIVIL\6-131!009-Place_28:18\Hydro\HEC-RAS\M.l\IN STEM\Main Stem. f05 Flow Oala lcfs) River Reach RS 50 20 0. Main Stem Unnamed Tributar8278 113 186 323 4 68 Main Stem Unnamed Tributar7588 140 231 400 587 Main Stem Unnamed Tributar7154 168 277 482 743 Main Stem Unnamed Tributar6480 314 500 857 1358 10 212 263 317 570 Main Stem -Proposed Conditions 255 289 316 359 380 4 32 681 770 Main Stem l lC.2 Unnamed Tributar5114 1~93 429 Main Stem 1238 Unnamed Tr1butar4401 2(1(1€. 455 724 Bcundar/ Conditions R1 ·Jer Main Stem Main Stem Main Stem Mair Stem Mair, Stem Ma1r, .::tern Ma in Stem !<each Profile ~'nnamed Tributar~0 r-111named Tril:.utar2L• 1_1nnamed Tr1butarl !) r1:-.named Tr1butar4 1.1r,named Tr1butar2 ~nnamed Trihutarl 11r1named Tributar•:1• Geometry Title : Main Stem -Proposed Conditions 1.ipstream Cr 1 ti cal Critical Critic.31 r.:ritical Cr itical Cr it lCd 1 Critical Geometry Fl le k: \C I'·II L \ 64 311009-Place_ 2~· 18\Hydro \HE:C-RP.S\M .. ri..111 STE:M\Ma l n St em . g1)3 CROSS SECTION RIVER: Main Stem RE:ACH : !Jnnamed Tributar INPIJT Description: Station Elevation Data Sta Elev Sta 40. 77 95. (16 137.34 197.25 297.<5 346.69 363.47 366.97 369.39 370.39 372 . 67 374 .43 377 .78 380.35. 384 . 98 396. 12 408.82 436.58 493 .82 497 .36 503.75 505.59 509. 82 554 . 72 579.63 601 . 32 610. 4 6 612 . 91 626.22 320.09 2.2 31B.65 316.72 314 . 88 312 .25 308 304 . 96 302. 08 302 301. 65 301. 61 301.35 297 .27 297 . 6 299.86 298.29 299. 97 302.26 304 308.72 309 .13 309 . 6 309.73 310 07 312.35 313 53 315.18 314 . 95 313. 71 315.56 58 . 23 I 07 . 14 152 .63 236.82 324 .83 354 .95 365.01 367 .78 369 .46 370 .67 373 .33 375 .15 379.53 381 .-36 389.7 404 . 62 427 .59 450. 9 4 94. 34 497 .47 503 . 92 505. 91 513. 88 555.64 588 .44 602 . 19 611.85 613 . 13 678 .52 RS : 8278 num= Elev 320 .03 318 316 .26 314 .17 310 . 65 306. 97 304 301. 98 301. 35 301 . 62 301 . 45 301 . 48 297 .07 300 . 16 299 .22 298 .87 301.76 303 . 13 305. 82 308 .91 309. 14 309.61 309.76 310.34 312 .35 313 . 97 315.21 314 .88 313 . 47 317.53 Manning's n Values num= 148 Sta 3 . 21 59.1 114 .64 169. 54 24 9. 97 330.7 356.89 365.16 368 .52 369.53 371 373 .52 375 .33 379.59 382 . 92 394. 16 405. 52 429.2 4 59. 4 7 496.85 497.59 504 .15 506.24 514 .56 566. 72 589. 72 606. 07 612. 04 616.82 680.53 Sta n Val Sta n Val Sta .l •69.39 .06 404 .62 Elev 320 317.96 316 313.45 310 306.65 303.74 301.81 301.34 301.11 301. 27 298 .26 297 .l 300.09 298 299.62 302 303.06 306.61 309.09 309. 15 309.63 309.78 310.39 312.37 314 .03 315.35 314.88 315.07 317.61 n Val .l Sta 7.8 67 .25 118.77 171.65 273. 77 339.44 360.75 366. 7 368.97 369.93 371. 09 373.57 376.53 379.83 383.42 395.3 405.57 430.7 491.39 497 497.95 504.47 507 .15 515 . 48 573 .75 597 .23 609 .19 612. I 617 .05 Elev 319. 87 317.66 315.85 313.35 308.98 306 303.06 301.95 299. 92 300 .14 301. 14 297 .5 297.32 300 .18 298.08 299. 78 302.01 303 .1 308.24 309. I 309. 17 309.65 309.85 310.46 312.36 314. 41 315.06 314 . 77 315. 17 Sta 18.48 69. 54 120:59 179.77 285.73 343.87 362. 4 6 366.93 369.29 370. 16 371 . SS 373.71 377.73 380. 07 384.25 395.89 406. 16 4 31. 66 4 92 . 99 4 97 . 16 4 98 . 06 504. 92 507. 42 517. 58 578.02 598. 92 610.03 612. 37 620.79 Ban~ St:a: Left Right 369.39 .t0.1 .62 Len;ths: Left Channel 67.1-t 77 .42 Right 74 .07 Coe f [ Cont r . .l CROSS 3ECTI0N 0UT~UT Profile ~l E.G. £le•: tft1 Vel Head 1 ft w.s . Elev !ft\ Crit W.S . l[L) E.G. Slope {ft/ft) Q Total (CfS ) Top t'hdth {ft) Vel Total {ft.' s l Max Chi Dpth lft Conv. Total {cfs) Length Wtd. {ft 1 Min Ch El (ft) Alpha Frctn Loss {ft I c E. E Loss (ft) CROSS SECTION 301 . 98 0. 26 i01. 72 OJlJ2521 323. 00 37. 12 . 04 4.65 2886.6 77.33 297 .07 1. 02 0 .88 . OJ E:lement Wt . n-Val . Reach Len I ft ) Flow Area (sq ft) P.rea (sq ft ) Flow (cfsl Top liidth I ftl -P..vg . Vel. (ft/s) H:tdr. Depth lftl Conv . (cfs) Wetted Per . (ft) Shear ilb/sq ft) Stream Powe r (lb/ft sl Cum Volume (acre-fl) Cum SA (acres) Left OB 0.100 67 . 14 . 15 .15 . 75 . 07 0.65 0.56 6 . 7 4. 74 0 .19 0 . 12 I. 06 0. 77 Elev 319.55 317.57 315.79 313. 02 308 .5 305. 42 302. 31 301.82 301. 7 301. 63 301 .14 297. 4 6 297.53 300.06 298 . 2 2 99. 92 302. 15 303.52 308.42 309. 12 309 .18 309.69 309.89 310.58 313. 44 . 314 .73 314 . 99 31'1 .3 315.35 Expan. .3 Channel o. n6(1 77 . .1 2 78 .78 78 .78 322. 2 5 35.05 . •)9 . 25 2879.9 43.93 I. 40 5. 73 16. 93 3.63 Main Stem -Proposed Conditions 925 &2 5 111 = (1ownstream Normal Normal Normal Hormal S Norma 1 tlormal Herma.! p ight •)8 5 . 24 2 .88 14 ll 14 14 l< l < 14 RIVER: Ma1n Stem RE . .!l..CH : 1_1nnamed Tributar INPIJT [•escription: RS : 82(•1 Station Elevation Data num= Sta Elev Sta Elev 42 .93 -:3 . 62 120:•. ;; I <5 . 91 2·J3 . ,_,"; ~5(•. 1 ! 292 .3€ 33€.€5 3.J(•. 1(. 3-l(•. :.: 355 .·~19 329. 2i: 391 . -9 393.; 416. 1J7 H7 .61 4 32 . 39 4 34 . 5 441.27 446.53 453.35 462 .53 535. 98 583. 13 586. 16 587 .34 589.25 618 .18 621 .5 622 .66 695. 4 6 32(1 . s:- 31 a. 9i:, 31 "'7 . 95 :OIE . 31 313 . 94 312 31(1 3(rS 3(•6. z ~(€. 24 ~tj6 . 29 3(•3 . ..'.15 _;i;i:. 69 3!J2 . 8 )i)4 . 16 3(1 4. 83 304 . 82 303 .33 302 .41 298 95 296 .78 297 7c, 299 . 06 309 . 37 31 1. 81 310. 94 311. 67 311. 95 314 .13 314 . 36 313 . 81 31 7 . 09 l: .2 . -l ~ Pl. 61 21(•. 79 2 54 . 24 3(1(1 . 6·1 339.; I 34 • .. 14 :4•). 35::. 56 3t:i9 . 59 392 . £€: 4 fJ4 . 3 lll6. 15 4 2~) . 1 ll32 .45 ..'.1 35 . 72 443 . 53 447 .39 454.6 464 .98 5 71. 54 584 .08 586 .23 587 .83 596 . 78 618 . 68 621 . 95 622 . 8 3 697 . 63 J~0 .25 316. 311. £ ~ ;1c:.::; 313.£5 3 !(). 9 ~· .)1)9.-; 0 3(17. 92 3(•€. 1 ~ )(15. 9~ 31)6. 1 ~ 3(•!:.-; € 30.2 . 3•)2 . 7 4 304 . 47 301'.J 83 304 7 303 . 33 301 . 79 297 .79 296 . 97 297 .82 300 .37 311 . 34 31 1. 8 311. 21 311. BI 312 . 07 314 .14 313 .53 313 .99 317 . 28 11anning's n Values num= 158 Sta l"'. 53 94 . 4 12€. 5 106. ;4 223.09 2'4. SC: 3•J.J . 1)3 339. 91 ;4(1. 1- J42. 11 "'I.. 3~ 9. 74 .592 .71 .Ji)S. 7B .Ju:. 52 421.1)4 432.55 437 .03 445.66 447. 49 455.22 4 71. 09 574 . 72 585. 68 586.25 588. 19 610 .09 619. 43 622. 4 6 640.47 698. 06 Sta n Val Sta n Val Sta 0 .I 441 27 .06 462 .53 l ev Sta 32 18 .€ 3 1 ,7-; 6E.79 31 .32 11 8 .69 31 ( l ..'.1 5 . 2:; 312.85 197 .35 31 ·>. 61 22.:i . 41 3(1?.;;il 2Cli:•.3E 3(J-;'.71 323 .1 30€.2€· 3 .. 1(1 ,(•} 3(1€.l S 34(1.:1 30£. •)2 34 9. 30~ 53 32...f . t.3 3(•2 .C-o 329.95 302.B4 393.4 304 .52 412.53 304 .82 416.C:"- 3(14 .6£. 421...J 3(•3.32 432.69 301.11 437.89 296 69 445.:?1 296.99 448.44 297 85 457.04 303 .62 4"'72 .95 311 49 578.78 311.8 585.83 311 .28 586.5 311 .92 586.27 314 .01 f.13.16 314 .14 621.15 312.6 622.53 314 .76 673.53 317 . 32 n Val 1 Elev 320 31~.16 316 .4 :;14 . 98 312.32 3 li). 75 31Jt:. 35 3(1f. 96 30€. 35 3(•€. (1€ 3(•4 . 49 3(•;'.. B2 31)2 . 7 30..J . 17 )c)4 . 72 304 . B 1 304 59 303. 34 300.68 296.62 297.21 297.95 303.98 311.69 311 . 4 9 311.37 311. 94 J 13. 74 314 . 15 313.28 316. 08 Sta 30. 1 12•). 14 l €4 . 24 2fJ(! . ..i- 2..J:.. 3C: 2 94 . 9:; 3::6. t)-l 3-l(l. 1):- 3..J•:, . .!."- 354 ">C, 38€-.13 391 . 42 393.53 415.11 41 c: .. 67 424 . 64 -132.8£ -138.26 4 46. 24 450.08 4 60. 62 511.41 581 . 45 586.13 587 .14 588.36 616.72 621. 24 622.58 (90. 49 Bank Sta : Left Right 441.27 462 .53 Lengths: Left Channel Right 25.45 57 .4 120.36 Coeff Contr . .I CROSS SECTION OUTPUT Profile ff! E .G. Elev lftl Vel Head (ft) W.S. Elev (ft) Crit W.S . (ft ) E.G. Slope lft/ft Q Total (cfs I Top Width I ft) Vel Total I ft/s) Max Chi Dpth (ft ) Conv . Total (cfs) Length Wtd. (ft ) Min Ch El (ft ) Alpha Frctn Loss (ft) c & E Loss (ft) 301.09 0 .39 300. 71 .010293 323.00 27.78 4 . 72 4. 09 3183 .7 57 . 4 5 296.62 1 .11 I). 38 u. 05 Element Wt . n-Val . Reach Len . (ft l flow Area (sq ft) .n .. rea tsq ft) Flow (cfs) Top Width I ft I Avg. Vel . (ft/s) Hydr. Depth (f t) Conv . tcfs ) Wetted Per. (ft) Shear ilb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum s.ri.. (acres) Left OB 0 . 100 25.45 3.03 3.03 3.90 3.43 1. 28 0.88 38 .4 3.86 0 . 51 0 .65 l. 06 0.76 Elev 319 . si:: 31; 316 35 314 :; 12. 14 311j. tj8 3(t?. 13 )(1(. B 1 3(•6. 3 3•)C: 3(13. f2 31)2 . 92 3(12 . SJ 31)4 . 1 7 3(14 . 82 304 . B 1 303.95 303.25 300. 4 8 296.7? 297.58 298. 15 308. 22 311. 81 310.86 311. 61 311. 93 314 . 02 3H .2 313.74 316.84 Expan. .3 Channel 0.060 57 . 40 62 . 82 62 . 82 316.0 1 21. 26 5. 03 .95 3114 . 8 22 . 17 l . 82 9. 16 16.81 3.58 Right OB 0 . 100 120.36 2. 54 2.54 3. 09 . 08 I. 22 0. 82 30.5 3.50 0. 47 0.57 5. 24 2.87 Warning: The conveyance ratio (upstream con\·eyance div1deJ by downstream conveyance) is less than 0. 7 or greater than 1.4. Th1s may lndicate the need for addit1onal cross sections . CROSS SECT ION RIVEP: Main Stem PEACH: Unnamed Tributar !fJPUT Description: Station Elevation Sta Elev 0 320 16 29.48 '19.48 76.94 317 .39 122 .71 315 .81 155 314 39 199.14 312 .18 231.33 310.41 282.36 308 .45 314. 3 307 . 65 366.03 303.48 376.05 303.38 379.65 304.32 402.41 304 .7 408.26 304.68 431.89 301.63 Da La ~la 6 . 55 51 . 26 85. 57 126.32 161 . 59 202 .49 232 . 14 289.77 322.02 368 .6 378.22 381 .38 403.94 420 79 433.38 PS: BI 4 4 num= Elev 320. 02 318 . 36 317 .14 315 .7 31 4. 08 312 310.38 308 . 13 307 .53 303.68 303. 22 304 . 2 5 304 .65 304 .08 301 . 29 103 Sta 7.26 S8. 98 102. 62 128.29 163. 15 205.23 244.89 292 .34 329. 34 369. 82 378 .33 384 .22 404 . 51 421.24 433.5 Elev 320 31E .05 316 5 315 .63 J 14 311.86 310 308 306 . 97 303 .59 303 . 44 304 . 16 304 . 63 304 06 301 . 26 St . .:i 20 .16 62 .92 114 . 62 130. I 164. OS 230 .36 256 .68 297 .4' 346 .63 374 .57 378 .82 385. 4 405.6 421 .72 444.18 Elev 319.73 3!7.g4 316 . I JI 5. 56 313.95 310 . 4 6 309.63 307.77 303.56 303 .25 304.37 304 .19 304. 65 303 .96 298 .79 Sta 25 .58 72 . 56 I 17 . 24 153 . 97 179.65 231 . 01 264 .26 308 .04 364 . 72 375 .32 379. 29 388 .27 407 .45 4 31 . 75 448 .36 Elev J 19. 62 317.51 316 314. 44 313. 2 310 . 42 309 . 35 307 . 41 303 . 37 303 . 31 304. 34 304 . 28 304 . 67 301 .66 297 .83 Main Stem -Propose d Conditions 454 .91 29C:. 459.41 29 .2& 40 .33 294. 467 .84 299.33 476.B 486. 76 3(14 . 489.€€ 3(1 _14 49 .67 305. 503 .6 30€.36 505.l 523.S 3(1€. 535.r;: 3(1 .9' 54 . 37 306. 543.89 306.04 544.2' 5€•).•)2 3(1~ .. 61)3 . 1 3(1 • &4 6•) . B7 309. 639.82 312.12 641 .21 .:-i 1 (.""' 31:;:. €43. -H 31 . 3~ €4 .94 312. 645.84 312.42 cc2.5• .:-:1 _43 314 . -(tl . l-: 31 . €4 -;1 .4"i 316. Manning's n Values num= Sta n "'al St.a n '.'al Sta fi "ial .l . 1 -I~ ..J . 1 . I f ~ ,:-: , .: 4 5.:.1d: Sta: Left~ f-1ghr: ::..en-;ith.s : L-=fr: Channel Righi: Coeff Contr . .I 4 4<. I' 4<".c1 CR·JSS SECTION •:.r.1rpr_tT fro fl le fl l E.G. Elev ft, '/el HeaJ ft ~-J.S. Elev ·ft, Cr1t /J.S . !ft, E .G. Slope <ft ft 0 Total cfs· Tor-1·1idth 1 ft 1 Vel Total (ft/s I-lax Chl Dpth tfti Conv . Total (cfs, Length t-Jtd . {ft! 1'11 n Ch El 'ft, Alpha Fr ctn Loss (ft) c l E Loss tfti CROSS SECT ION RIVER: Main Stem REACH : Unnamed Tributar INPUT Des er ipt ion: Station Elevation Sta Elev 0 320 .23 28 .15 319 .37 87 .52 317 .52 134.5 316 173.9 313 .82 200 .21 312 252 .62 309 .09 308 .27 306.98 314 . 32 306. 39 318.7 306.15 329 .25 305 .35 333 .37 305 07 338 .09 304 .86 369 .27 303 .97 394 .85 294.72 417 .88 301 .11 449 .06 301.95 582 .69 306.13 603 .79 307.03 643 .58 307.99 649 .77 310.94 655 .69 ;10.93 674 .41 >10.97 677 .23 310.76 728 .08 31·1.6 Data Sta 1. 69 43.43 107.52 158. 37 183.31 213. 53 258.95 312 .09 315 .06 319. 73 329 .37 334.58 357.47 376.24 395.44 "19.59 452.65 587.99 604. 32 64 3. 82 650 672. r 675 .37 677 .62 . '•.'.t..i. lJ .: i . (H)4 6"';2 32 3. (!1"• )(. 12 3. 4' 5. fl 4725 .7 1-17 . 6>'.i 2q4.KJ 1. 14 .7b !). U(I RS : 7995 num= Elev 320 .21 318 .92 316 .97 314 .95 313 . 19 311. 08 309 . 07 306 .67 306 .38 :?06 . 0., 305 .36 304 .98 304 .15 304 .06 294 . 41 301 .72 301 .95 305 .08 307 .05 308 . 91 310 .95 311 . 01 310 . 97 311 . 07 Manning's n Values num= 14 ~. l I (14 . 29 Element. }·it . n-1/a 1. 8e:ach Len. 1.ft1 flew .t..r'=a 15q ft .~.rea \sq ft~ flow icfs • Toi:;: Width (ft1 .o.vg. 'Jel . lft/s, Hydr. [•epth (ft) Conv. (cfs) Wetted Per . (fti Shear lb/sq ft) Stream Power (lb/ft sl Cum Volume {acre-ft) Cum SA {acres) 121 Sta 4 14 54 .61 114 . 01 161 . 59 186 231 .95 265.89 312.9 315 . 18 322 .92 330 .85 334 .63 358 .33 376. 7 396.79 419. 73 529 .93 588 .25 64 3 . 02 64 4 . 8 3 650 .83 672 . 91 676 . 12 677 . 9'1 Elev 320. 14 318.68 316.71 314.78 312 . 99 310 308 .83 306. 61 306. 39 305.83 305.26 305 . 09 304. 18 '04. 15 293 .71 301 . 77 304 . 97 305. 03 308 . 41 309.29 310 . 99 il (I. 99 '11 . 44 311.32 Sta 8 .41 70 .27 118 . 57 163 . 75 187 .26 236 .61 273 .88 313. 2 315.29 324. 19 331 .91 334.7 359.56 378 .82 396. 89 421.03 532 .85 601.14 64 J. 3 646 .76 651 . 95 6°3 .25 676 .61 682 .03 Elev 320 318 .11 316.57 314. 63 312.88 309.79 308 .92 306.55 306 . 4 305.73 305 .18 305 .1 304 .22 303.05 293 .65 301 .85 305. 11 306.88 307 .8 310.03 310. 94 310.94 311.75 311. 54 Left oe (1 .l1)(t 112 -c; 5. 91 5. 91 s. 2:(1 7 .15 t). 88 tj . 33 7 6 . l 7 .34 (1. 2 3 (J . 21 1.06 (1 . 76 Sta 16.33 81 134 . 37 171 . 03 198. 07 246.37 278.82 313. 98 318.21 327 . 19 332.94 335.88 367 .13 393. 34 397.35 422 .75 534 .77 601 . 69 643.45 649.22 652.43 673.81 676 . 8 709. 87 . l 31i:; .. ~~ . (16 419. 59 .l E.ank Sta: Left 378. BL Ri9ht ~lci.59 Lengi hs: CROSS SECTIOtJ OIJTP'JT Profile lil E .G. Elev (ft Vel Head {ft) W.S . Ele·J ([tJ Cr1t VJ .S . (ft) E .G. Slope (ft/ft Total icfs) Top Width lftl Vel Total (ft/s) Max Chl Dpth I ft1 Conv. Total (cfs) Length Wtd. lftl Min Ch El I ft) Alpha Fr ctn Loss (ft) c i E Loss (ft) 299.8-; (I . 22 299.65 . !)( 6064 323.00 2~. 40 3 . 80 6.00 4140.9 52.32 293.65 1. 00 0 .11 0 .05 Left Channel .,,t. 17 Element i-Jt. n-Val . Rea-h Len. (ft) Flow . .l.rea tsq tr: l .:i..rea (sq ft) Flow cfs\ Top 1;1dth (ft) i'.vg. Vel . (fL/s) Hydt. DepLh I ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) S ream Power (lb/fl s) Cum Volume (acre-ft) Cum SA tacr es) Coefr Contr. .1 Left QB 7fl 17 . 05 0 . 7 5 301. 21 306 .36 305 .96 312 . 12 313 .45 Expan . .3 Channel (1 . !)£(.· 14S.1(1 24 . )2. t:i4 .1Ei 315. 80 23. C:-6 3. 75 3 .56 4620 .4 25.52 (I. 96 3.61 16. 71 3.55 Elev 319.76 317.71 316. 01 314 312.14 309.32 309.32 306.39 306.lB 305.51 305 . 1 305. 02 303.95 295 . 5 293.82 301. 92 305. 14 306.96 307 .5 310.77 310. 92 310.95 311 . 45 313. 17 Expan. Channel u. 060 52 . 32 85 . 11 35 . 11 323.00 28 .40 3 .80 3. 00 4140. 9 30 . 91 1. 05 .97 16. 42 3 . 4 6 Right •)E 0 . 10(• 10~. 29 .96 .96 .00 5. 31 (j. 68 0 .56 29 .3 5. 42 n .16 0 .11 5 . 23 2.86 pi Jht 1)8 25.B- 5 . 23 2 .85 Main Stem -Proposed Conditions Wa rning: The conveyance ratio 1upstream con\·eyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This ma; indicate the need for additional c ross sections . CROSS SECTION RIVEP: Main Stem RE.Lf.:H: 1.1nnamed Tributar ltJfrl_IT [•escr ip~ ion: .L.dded :::~CS$ Station Ele·1ation (•eita S~a Elev Sta 319.11 3.55 "H·.~S, J18.15 J9 53 .1~ 317 .7 5£."";"" -..i . .:J•-31£.C .99 ~2.1' 31€ ':5.';2 11:•9 .9 315.4C. i:z-:.c:::z 1~5.~!: 313.41 lC.3.1)7 1 ~-;.;:. c,. ::.12 . 1);.. 191 . -13 21Z .' 311 .29 216.25 233.9-310 .24 241 .(lf 26~.33 309 .06 2€5.38 294 .24 308 .01 297.7B 319 .1)5 306 61 326.14 340 .32 305.55 343.87 375. 7., 393 .H 432 .29 4 50 . 02 467 .74 499 .65 517 . 37 535.l 559 . 91 588 .27 606 623. 72 666. 2 6 701 .71 302. 6 3(n). 69 302 .69 303 .42 303 .89 304 304 . 54 305. 4 l 306.7 308 . 24 309. 16 310 . 05 311 79 313 .63 Manning's n Values 379. '"J"" 397 435.84 453.56 471.29 503 19 520. 92 538 . 64 567 591 . 82 609 . 54 641 . 4 5 669 . SI 705 .26 Sta n Val Sta 0 .I 386.41 RS : '"'943 section num= Elev 319. 1)~ 316'. (14 317. ~ ... 316.43 315 8~ 314 .€0 3 l 3 .11 312 311 . L 3(•9. BB 308. i;is 307. ;..2 306. 15 305. 42 302. 4 299 .76 302 . 84 303 .56 303.9 304 .08 304 . 71 305 .59 307.I 308 . 42 309 .35 310. 7 311. 94 313 .84 num= n Val .06 for =ul~~rt cross1n~ 137 Sta Elev St~ 1 (1 . € 4 31 2-. 9 14 . 1 2- 42 . 54 312 46.(•? 6(1 .27 317.3::.. £3.:1 21 .54 31€.25 ;5.0; 99.2€ 315.7& 102.21 131 . 1: j i 4. 4-l 13 1. """. l 173.71 312 .75 ld•:1 .~ 1~6 .~~ 31: ~1:•5 .il 223.34 ::,1(•. 7C .:.~€.6~ 244 .61 ~;19.71 246.15 27£.51 3•)::.59 2.:.i:1.1)f 304.$7 30'.42 308.42 329.69 305.9f 333.23 347.41 305.2& 35(1.96 35:2.8€ 400.SS 439.38 4 57. 11 474.83 506.74 524.46 54 5 . 7 3 570 .55 595 .36 613 . 09 64 4. 99 673.35 Sta 428 .75 31)2. 21 294 3(12. 98 303. 69 303.9 304 . IB 304 .89 305 .93 307 29 308 . 61 309 .53 310 . 84 312. 12 n Val . I 3d6. -1 l 425.55 442 .93 460. 65 481 .92 510 . 28 528 .01 549 . 28 501 .18 598 . 91 616 .63 655 .63 691. OB Elev 3!i). ''2 31C 317. 1:. 31 €. (12 315. c;c.-o H . :< 312. 41 311. 64 310.59 3(19. 53 3(•8. 4 8 3(17 . 23 31)5. 82 J(l5. 0' 3(12 . 03 294 303 .13 303.8 303 92 304 . 27 305 .06 306. 12 3(17 . 89 308 .79 309 . 72 311. 32 313 . 07 Sta 3 l. 91 <19. €~ C.7 . 3C .: -:._ €3 1°:·€. 35 13.?. 2(; 134. 34 2•)9. l €- :3(1. 4 3 251 . 7 290.69 315. 51 336.78 358.05 389. 91 428.75 4 4 6. 4 7 4 64 . 2 489. 01 513.83 531.55 552. 82 584. 73 602 45 620.18 659. 17 694. 62 Bank Sta : Left Right 386.41 428 . 75 Lengths: Left Channel 79.51 149.03 Ri ght 63.65 Coeff Contr . . 3 CROSS SECTION OUTPUT Profile Ill E.G. Elev (ft) Ve! Head I ft) W.S. Elev (ft) Crlt N.S. (ft) E.G. Slope (f t/ft) Q Total lcfs) Top Width I ft) Ve! Total I ft/s) Max Ch 1 Dpth I ft) Conv. Total (cf s) Length Wtd. (ft) Min Ch El (ft) .n.lpha frctn Loss (ft) C £ E Loss (ft) CULVERT RIVER: Main Stem REACH: IJnnamed Tr ibu tar INPUT 299. 72 . 07 299.65 295.7 1 0.001027 32 3. 00 30.59 2 .06 5 .65 10079.3 149.03 294 . 00 .00 RS: 7864 ('escnpt1on: 2 -12 ' x Culverts Distance from Upstream ~S 90 C·eck.Poadway Width 2e Weir Coefficient 2 .~ Upstream Deck/Roadwa~ Coordinates num= 5 Element Wt . n-Val . Reach Len . (ft l Flow .n.rea (sq ft) Area (sq ft) Flow (cfsl Top lhdth (ft) P.vg . Ve!. lft/s) Hydr. Depth (ft) Conv. {cfsJ Wetted Per . (ft) Shear ilb/sq ft) Stream Power {lb/ft s) Cum Volume (acre-ft' Cum SP. (acres1 Left OB 79 . 51 I. 05 0 .75 Sta H1 Cord Lo Cord Sta H1 Cor Lo Cord Sta H1 Cord Lo Cord 372 304 230 380 304 290 404 304 290 421 304 29(1 Upstream Bridge Cross Section Data Station Elevation Data num= Sta Elev Sta Elev 0 319.11 3.55 319 .02 17.73 318.71 35.45 318.15 53.18 317 .7 70.9 316.78 88.63 316 106.35 315.61 21.27 318.6 39 318 .04 56.72 317 .52 74 .45 316.6 92.17 316 109.9 315.46 197 Sta 7 .09 24 .82 42 . 54 60.27 77 .99 95 .72 113. 44 Elev 318 . 90 318 . 49 318 317 .33 316.43 315.88 315.3 Sta 10. 64 28 .36 ·16. 09 63 . 81 81 . 54 99.26 116.99 Ele•1 318 .9 318.38 318 317. 15 316.25 315. 78 315. l 4 290 s a 14 . 18 31. 91 4 9. 63 07 .36 85. 08 102.81 120.53 Elev 31;. z ~ .:;1-:. 9 31 C. Sf 31< : 15. [ 1 3 14 . 11 31 Z. Z c 311 . 4 7 31(1 . 41 3·:·~. -1 2 3t)8. 12 3(J£.. 83 3(15. 69 304 . 35 )t)l . ..j 302.57 303. 27 303.85 304 304 . 4 305. 24 306.32 300. 07 308 98 309.9 311 4 7 313. 25 Ex pan .5 Channel o. 060 149. 03 157 .09 157 . 09 323.00 30.59 2 .06 5 .13 10079.3 37 67 0 . 27 0 .55 16.28 3. 42 Elev ]18 .82 318 .27 317.9 316 .96 316 . 08 315 .69 J 14. 98 Right OB 63 .65 5 . 23 2 .85 Main Stem -Proposed Conditions 12 4. (I ]q I. 159. 1-1 .2 194 . 9 212. 2 3;). 4 24 0 . l .i ES. 2 :-;(•l. 3,; 319. •.'S 33C.-: 7 354. 5 3~:.23 41 ~ . 11 435.~4 4 ~ 2. SC 47 1. ~>· 4: 9. (11 506. 7-1 524 . .J £ 5-12 . 19 559.91 S77.64 S95.36 613. •)q 63•). c 1 64B .S4 €66.26 683.99 71)1 . 71 3 l . 82 31 . 97 31 . ~c: 31 . 52 312 311.29 311). 41 309. r.; 3•)2 . 95 )(1/. c:.~ _,,)£. E 1 305 f9 3(14 . 71 3':•2. 95 2 99 . S4 3(•: i {.. 31:12 . B-l :;(13 . St:· 3(•3 9 3•).J 2(14 . H 304 . 89 3(•5. 7 6 31)f,. 7 307,f9 3(18.61 3•)9. 53 310.31 311 311 . 79 312 .69 313 63 E 14 JC 1 •:•.i 19 21 . : 5 23 . S.1 l . - 2E . 4 Z :"E . 15 3•:•1.;' 3:;:,,_. {. 34 ·•. 32 3St. (•5 3' 5 . 3~ - 421.cc 439 ,3; 1~7 . 11 4 7.j . 1'3 .J92.5£ 510. ~ 52;;. (11 S4 s. 7 3 so. 46 SB 1 . 18 S98 .91 61€.63 634 .3f 6S2 . 08 669 . 81 687 .S3 705.26 314 . €6 313 .83 313. 11 312 .41 312 311. 12 31(t . 24 3•)9 . 42 3(1t·.;: 3 3•)c. 2~ 3(•--;. 4:" 3(1C. 3 ~ 3(15 . 5'.: ::(•.j . 35 3•)2. l 2 92 . S4 )(12. 3€ 3(12. £-:.; 31)3 . €9 3<J3 . 9 ]>1)4 3(14 . 2.i 3(15. •)C 30S. 93 3o<.9 307.89 308.79 309.72 310. 44 311. 16 311. 94 312 . BB 313 .84 31 . 11 48 .89 (..f.. 62 24 . 34 l~.-9 r .s2 55 . 2.:i ;:;: . 97 Si·.1. 69 •.·i . 4 2 2-C . 1-l 43. C:l . 59 '9 32 12 . r."'1 .J25. 2 .J 42. 9j .J (1). cs -I 7 ~:. 3;:. .J9f. I 513.83 531. 55 S4 9. 2i S67 564 . 7 3 €02.45 620. 18 637 .9 655.63 673 3S 691 . 08 Nanning 's n Values num= Sta n Val Sta n Val Sta 0 .l 241.00 .06 262.33 Bank Sta: Left Right 387 .23 412.S7 Coeff Contr. . 3 Downstream Deck/Roadway Coordi nates num= 314 . 44 313 . 69 3 Vi . 99 312 .... r. 311 .. :;r2 31 1:1 • 9-1 31 :1. (•€, ~(·9 . 3 3•:·'. -1 j : .1: 3·.·-. 23 2( .,: .• l ~ 3(1~ . .;: )(14 j ·~1:: . 4 2C:2. 54 3•.'2. 4' ;.: :, . 13 3(13. 91 J(t4 'u4. 4 3(•5. :!:4 J:(.'€. l.Z 3,)-. 1 31)8. 1)7 31:·~. 98 1(19. 9 31(1.57 311.32 312.12 313. 07 n Val . 1 Expan . . s Sta H1 Cord Lo Cord Sta H1 Cord Lo Cord 368.41 304 290 376.41 304 290 400.41 304 290 417. 41 304 Downstream Bridge Station Elevation Sta El ev 0 318.S2 18.68 37 .3S S6 .03 74 .7 93 .38 112.0S 130.73 149. 4 168.08 186.7S 20S.43 224 . l 242.78 261 .4S 280. L> 298 .8 317. 4;; 336.15 354. e_, 318.01 317 .4 316. S3 31 s. 91 31 s. S6 31S.09 314. 4S 313.96 313.2S 312.45 311. 69 310. 97 310.3S 309.71 309 07 308. 43 308 308 307.26 jl.15. ~5 292. 26 )(11 . 26 302 3(12. 19 '02.42 302.66 302.85 303. 18 303. 57 304. 13 305 .26 3(16.39 307 .42 308.42 309 . 4 s 310 .38 311.3S 312 .39 Cross Section Data Data num= 197 Sta Elev Sta 3. 74 318.42 7.47 22.41 318 26.lS 41.09 S9.76 78. 4 4 97 .11 llS.79 134. 46 1S3.14 171. 81 190.49 209. 16 227.84 24 6. 51 26S. 19 283.86 30i. S4 321. 21 339.69 358.56 .J .,!-I 40'i:. }t- 42S. 7;: 4 4 4. 39 4 c;.: . ·17 4 81. 74 51)0 . 42 519.09 S"7.77 -556 .4.J S7S. 12 S93.79 61.i . 4 7 631. 14 6<9 .82 668 .49 687 . 17 70S.84 724. S2 317. 22 316. 36 31S.82 31s.46 314.93 314. 34 313.83 313. 09 312.29 311. SS 310. 9 310. 22 309.S8 308. 94 308. 31 308 308 307 .H1:i.U::> 299.26 )(11 . C:.9 302 3(>2 . 23 302 . 4- 302 . 71 302 . 91 303 .21 303 . 67 304 .3S 305.5 306 .S9 307 . 63 308 .63 309 .6S 310 . S4 311.S6 312 .S9 44 .82 63 . s 82. 17 I00.8S 119. 52 138 . 2 156.87 l 7S. SS 194 . 22 212 .9 231 . S7 250. 25 268.92 287 .E 306.27 324 .95 343.62 362 .1 Jb~J . ~I 4 ll•. as 429.45 ..j 48. 13 4€·6 . B 485.48 5('.J. 15 S22.83 541 . 5 560. 18 S78.8S S9•.S3 616.2 634 .3S 6S3.SS 672 .23 690.9 709.S8 728.2S ,;i.).:) 40::. 38 4 21. 9B 440.66 4~9.33 17l. 01 49c.6C' 515.36 534.03 552.71 571.33 590.06 608.73 627. 41 646.08 664.'6 683.43 702. 11 720.78 7 39. 4 6 313.6 743 .19 313 .8S Manning 's n Values Sta n Val Sta 0 . l 63. s n Val .06 290 Elev 318. 32 317 .9 317.0S 316.21 31S.76 31S .4 314 .79 314.24 313.68 312. 93 312 .13 311.41 310.78 310. 09 309. 4 s 3(18 .82 108 .18 308 )1 G. 74 .JL'..j.1c: 30•J. ·l 1 30:•1 . 9 302. (14 · 1:-, 2S .! '". 52 3 .:. • .., 6 j(o~. ~8 3•.13. 31 30::,. 7 6 304. S6 305.73 3oc .e 3(11. 86 308.83 309.86 310.71 311.78 312. 84 n Val .1 .71 . 44 0 . 16 187 .89 2(•5 . £.I 22 3 . 34 241 . 1JC 258 .-9 27 f. 51 294 .: 4 311. 9€ 329 .69 34 7 . 41 365 . l 4 3B2 .bC 412 ~- 428 . 75 4,1 £.. .J..., 464.: -181 . 92 4°9 . cc. . 517 . 3' S3S. l 552.~~ 570.5S 58&.27 60€ 623.72 641 . 4: 659 . 17 67 6. 9 694 .62 31 . LC: 136. 31 .SS 15S. 31 .87 173 . 31 . 1)8 191 . 31 .64 21~9 . 31 .7€ 22€. 3•) . 9b 2 .:i 4. 3!) . 18 ..::. C..::.. 3(• . 59 2-,1•. :;(• .1.tl 3(• • 1):,. j} =.: 1 30:• .9€ 333.:3 31•• .2:: 3~·:1 .9€ 31) .65 3C: .Ci: 3(• .21 3SC. il 29 .54 -414 .-3 3(• .51 432.:::9 J(• .27 tl51:. • .:.:;: 3(t . 85 i.I €7 .-; ·1 Y•.J.92 i.J::.s .. r 304 5·)3.19 3(14 .54 S20.92 j(•5 .~l 53:;.€~ 3(1£.32 55€.~7 307.29 574 .•)9 308.24 591 .82 3(J9.16 609.54 310.05 027.2-. 310.i 644 .99 311 .47 662.72 312.31 680.44 313.ZS 698 .17 Sta Hi Cord Lo Cord 377 .41 304 290 Sta 11 .21 29 .88 48 .56 67 .23 8S .91 l 04 . S8 123 . 2E· 141 . 93 160 . 61 179 . 28 197 .96 216 .63 23S .31 2S3 .98 272 .66 291 .33 310 . (J l 328 .66 347 .30 366 .0J jti .J . "! l 414 . SJ .J33 . t 9 4 51 . 86 470 . S4 <89.21 507 . r 9 S2E .5c s.1 s . <4 S63.91 582.59 601. 2 6 619 . 94 638 .61 6S7 .29 67S .9( 694 . 64 713 . 31 7 31 . 99 El ev 318 .22 317 .73 316. 88 316. l 31S.7 31S.34 314 .68 314 .15 313. 54 312 .77 311 . 97 311 .26 310.64 309.96 309.32 308 .69 308.0S 308 307.78 306. 48 300.67 302 302. (l9 302.33 302.57 JU2. 1:51 303. 1)-1 ~o3.37 303.86 304 . 8 l 305' 97 307. 01 308. 02 309. 04 310.0S 310.93 311. 99 313 .1 Sta 14. 94 33 .62 52.29 70. 97 89.61 106.32 12 6. 99 14S.67 164 . 34 183. 02 201 .69 220.37 239.04 2S7 .72 276.39 29S.07 31 j . 74 332. 42 351 . 09 369.-7 41 418 .2S .J 36. 92 4 55. 6 .17 4. 2' 192 . 95 51 1. 04 c;:rn. 3 54 8. q; 5-57 .6~ 586.32 cos 02J. ":J 642 .35 661 . 02 679. 7 696. 3 7 717 . OS 7 3S . 72 314 . 11 313.41 312.75 312 31 1. 4 7 31(1.59 309. 71 :?(•9. (•i: ;r)E. ~ 3 31)5. ~: 3(·5. +)-: ]l)). ~ 3(•1 . 59 3(•2. ,:.9 3·):?. ~2 3•>3 . 69 )(1). 9€ 3(t4 . -1 3(15 . 59 )(1l. 51 j(1";'. 49 306. 4;: 309.35 31n.1; 310. 84 311.63 312 .S 313. 4 4 El ev 318. 11 317 .S6 316 .7 31S.99 31S.6S 31S.26 314 .56 314 . OS 313.39 312. 61 311.83 311. 12 310 .5 309.83 309. 2 308.S6 301? 3(18 307.~2 306.22 ~ '::JL . l.o JOO. :36 302 j(•2. 14 )IJ.:.., 3,:. ~V2. f!: )• 1.z. >3 -~ ·w:;. l l 303.96 305.03 306.1 c- 307. 22 308.21 3•)9. 2< 310. 21 311. 14 312. 19 313.3S Main Stem -Proposed Conditions Bank Sta : Left Right 383.41 4(t6 .32 Coeff Contr . .3 Exi:::an IJpstream Embankment side slcpe Downstream Emban~:ment side slope horiz. to .(1 vertical horiz. to .(1 vertical Maximum allowable submergence for ~..Je1r flc·..1 Ele·.1ation at •·:h1ch weir tl o·~1 begins Energy head used in spillway desi~n Spilhia]' height used in de:::1gn i-Jeir :·rest shape Number of Cul ·1e r ::: Cul•1ert Name Culvert 111 FH~·lf.. Chart r Shape Rise Bo;.: flared ;.-11r1gwalls fH\·1.:.. Scale fl l -;"!in~Hall tlar~d ..; 1 t..1 -:; Je-;i . Solution Cri t eria= H1;i-hesr rr .s . EG Cul~ert Dpstrm [•1st l)pst:reclm :-o Ele•1at1on !..erqth 54 :29.J . .: -l Toi:;: r, . (1} 3 Center! ine Station = 393 . .:. ") [•ownstream Elevation = :_q3 . .:.;- Centerl1ne Station : 329.-ll Culvert Name Shape Rise Span Culvert ti 2 Box 1.:. FHWA Chart ~ 8 -flared w1ngwalls FHWA Scale ~ 1 -Wingwall flared 3u to ~5 deg . Solution Criteria = Highest U.S . EG . ~ s:~ Coef Culvert Upstrm Dist Length Top n Bot tom n Depth Blod:ed Entrance Loss Coef ~o 54 .01s .01s .s Upstream Elevation 293.6-l Centerline Station = 406.57 Downstream Elevation = 293. 26 Cent erline Station= -l02 .38 CULVERT OUTPUT Profile #1 Q Culv Group (cfs' ff Barrels Q Barrel (cfs) E.G. US . lftl w.s . us. l ft) E.G. DS lft) W.S. DS lftl Del ta EG {ft) Delta ~'IS (ft} E.G. JC (ft) E.G. OC lft) Culvert Control Culv WS Inlet {ft) Culv WS Outlet (ft) Culv Nml Depth 1ft) Cul v Crt Depth lft ) CULVERT OUTPUT Prof lle U l Q Culv Group (cfs) Barrels Q Barrel (cfsJ E.G. US. l ft) w.s. us. lft) E.G. DS lft) W S . DS lft) Delta EG lftl Delta l'lS {ft) E.G. IC lftJ E.G. OC (ft) Cul'.'ert Control Culv ws Inlet 1 ft1 Culv VlS Outlel tfU Culv Nml Depth \ft) Cul•; Crt Depth !ft) CP•JSS SECTION RF'EP.: Main Stem PE.to.CH: 1Jnnamed Tributar !JJPIJT Descr1pt1on: Stati on Elevation Sta 0 26 . 15 52 .29 78 .44 104 . 58 123. 26 14 5. 67 164 . 34 Elev 318 . 52 317 .9 316.7 315 .82 315 .34 314 . 68 314 .05 313.39 Data Sta 11. 21 33.62 59. 7 6 85. 91 108.32 126.99 149. 4 168. OB Cul v Group: Culvert M 1 173 .04 173. 04 299. 72 299.65 299.66 299. 62 .05 . 04 296.55 299.72 Outlet 299. 61 299.62 .39 . 86 Culv Full Len (ft) Culv Vel US !ft/sl Cul v Ve! DS I ftlsl Culv Inv El 1.1p {ft) Culv Inv El Dn {ft) Culv Frctn Ls (ft ) Culv Exit Loss (ftl Culv Entr Loss {ft) Weir (cfs) Weir Sta Lft (ft) Weir S ta Rgt (ft) Weir Submerg Weir Max Depth (ft) Wei r .D..vg Depth (ft) Weir Flow J\rea 1sq ft) Min El Weir Flow (ft) Culv Group: Culvert R2 149. 96 1 149. 96 299. 72 299.65 299.66 299.62 0 . 05 0 . 04 L96 .28 £99. 72 Outlet L99.61 299. 6..: 1. 39 I . 69 RS : 7794 num"" Elev 318 .22 317 .56 316.36 315.7 315 .26 314.56 313 .96 313 .25 Culv Full Len (ft) Culv Ve! US lft/s) Culv Ve! DS lft/sl Culv Inv El Up l ft) Culv Inv El Dn !ft) Cul v Fr ctn Ls ft) Culv Exit Loss lft) Cul•; Entr Loss (ft} Q Weir (cfsJ Weir Sta Ltt 11tl Weir Sta Pgl ft Wei r Submerg 1:eir Max [•e~th !ft, i·leir .t.. .. ·g Depth ft) Weir Flow Area sq ft) Min El \.Je1 r n1...·. I ft1 125 Sta 14 . 94 37 .35 63.5 89. 64 112 .05 134 .46 153 . 14 197.96 Elev 318 . 11 31 7. 4 316 . 21 315 .65 315 . 09 314 . 34 313 . 83 311 . 97 Sta 18. oa 41 . 09 70. 97 93. 38 115. 79 138 . 2 156. 87 212 .9 Elev 318. 01 317. 22 315. 99 315 56 314 . 93 314 . 24 313.68 311. 41 2 .42 2 .27 293 .64 293 .26 0 . (1 } 0 . 03 0. 02 302.33 2 .09 1. 97 293 . 64 293 .26 0 . 01 0 .01 .OJ Sta 22. 41 48 .56 74 .7 97 . 11 119. 52 141. 93 160.61 216. 63 Elev 318 316 . 88 315 .91 315 .46 314 .79 314 . 15 313 . 54 31 1.26 Main Stem -Proposed Conditions E:-:1'" Los . .:; r.:oe f Exit Loss Coef l 220.37 242.78 283.86 313.74 377.24 395.91 4 4 8 . 13 492 cc: 522 . t.::. 54 5 . 2 ~ c,-c. 12 €2'. 4 l 649. OEd . ·Ft 687. 1- , 13 . 31 3 11. 12 31 (!. 35 308 . 94 308 3(•5. 05 294 31)2 . (14 3(12. 62 31)2 . 98 ]1)3. 37 3•)4. 35 .)1)5.-; 3 J1n . 42 30&.E.3 )fJ9. €5 311). 54 211 .99 224 . 1 3l(J . 9-; 25-.72 309.83 217-.6 308.B2 343.€2 3(1~ 36(>. 97 3(14 .1 € 425.91 294 <59.33 3•)2 .19 49€.€8 30~.cc: 52C .5€ 31)3.1)4 SSC .44 3(•3 .C."i :i:.:.59 3(14 . .:;1 £·:•} . ..:..C 3•)5 . c.- £3J .14 ](1'.(3 €53.SS 30;;..-:3 ;:.-:2 . 2 3 309.,;..: £.'9i(•. 9 31 (.-; 1 -:::4 .r.z ::-12.:ci 7 . 84 .... 1 . 4 5 98.B 3 -.36 . -1 9 .45 . (17 4 . 1J3 .: .. 10 .3? £ '). - . 9€ c: .:~4 c: ..J . ::-.s 11annin~'s ~ ;•alue! num= Sta n ~i.:i l .:ta n 1•.-il ~ta .l ~.44 .1.; ·12~1.45 j (1 . 9 J(t . 71 31) . 4 3 3(1 . ";8 J1)J . 11 31:•1 . 9 3;12 . 2:) 2(1~ . .;.1 ;:13 . 1 ~ ::.··~.-; c •1:.i:.r:•:: ? I~. 39 _"l: -• 8.S .) II ~I 1_1 ~ ': l (1• (15 31 ·:·. c.-: _j 1.:.. ·~..; r, ··~1 l ~ 31. 3(•L . 369. 3a;;. ~~ 4 3::,. 19 -P4 . .!. '.;15 . 2 € 53-:. S67 . C: 5: 59(·. ;,':: t: l ~.Cl e .:;r:. t. I i:"l i""'9. - 311). 7B .31)9. 3:;: 30ci.31 30£.22 JO?. •)5 3•)2 .30 8: . 24 . 9ci So .:€ l. 59 9.Z-1 0:'. 21 l . 56 13. l 39. 04 ";6.39 }t).•)l 31 3 . 5: 392 . 1 i 4-! 4. 39 -17 8. (1 } 5 19. •>9 5-11. 5 :-: 1. 2·:. ~g~. "i" c: ·1 . €..,. c:.1:. 35 ( 64 . "'[ '' 3. 4 2 Bank Sta : Left Right Lengths: Left ..:hanr.el fogh': Coeff Contr. 3,;.;; . ..i4 429.45 CROSS SECTION OUTP!_!T Profile ~l E.G. Ele'-· 'ft) Vel Head ! ft i w.s. Elev (ftJ Crit W.S. (ft) E .G. Slope (ft/ft) Q Total lcfs) Top l11dth I ft) Vel Total {ft/s1 Max Ch! Dpth {ft ) Conv. Total {cfsl Length Wtd . {[ti Min Ch El I ftl Alpha Fr ctn Loss {ft ) C & E Loss (ft ) 299.;:: (1. 05 299. c,, 0 .000692 323 . Mi 36. 76 1 . 7 3 12279.8 205 .99 294 . t)O 1. 0(1 (l . 28 (l . 0-! ~04 .5 ,.J16 .4 B~.63 El<;-mi:!nt: 1vc. n-\'al . Rea~·h Len . l t t ; Flow Area {sq ftl Jl.rea 1sq ft ) Flow cfs) Top W1dth lft) Avg. Vel. lft/sl Hydr . Depth lftl Conv . refs) Wetted Per . (ft \ Shear {lb/sq ft) Stream Power (lb ft SJ Cum Volume (acre-ft) Cum S.~ (acres) Lef 1~ OB 21)4 . 51) 1.05 0 . 75 99 .: .:.4 .1 Exr an. < Ch'3nn-=l (1 . 1)6(1 2c1c;. 40 1B6. 84 1%.84 323. 00 3L 76 l. 73 5. (18 12279.8 43.22 I). 19 0 .32 15.69 3.31 p ight -,!? d3 .C3 5.23 2 .85 Warning: The conveyance ratio (upstream conveyance divided by doHnstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional c ross sections . CROSS SECTIOM RIVER : Hain Stem REACH : Unnamed Tributar HIPUT Desc ription : Station Elevation Sta Elev 0 317 .25 194 .39 304 .75 372 300.51 404 .48 299.86 425.54 293.72 430.68 4 40 . :i-i 449 .3 559. 93 585 .5 620.54 633.44 '352 . 52 292. 13 299.04 299. 01 303.37 305.25 307.75 309.62 3oq. 59 Data Sta 16. 31 238.03 372 . 91 405.73 428. 13 432. 14 441 4 52 .< 5 5611 . l-1 619 . 64 62 4. 7 6 644 . 16 t:SL . 7 RS : 7588 num= Elev 316.85 302 . 82 299 . 36 299 . 87 292 .92 291.67 299 . 51 298 .65 303 .42 306.56 309.26 309. 7 3•)9. 6 75 Sta 53 .5' 2 44 .69 373.C•4 411 63 429 .21 4 3£ .4 6 441.<3 4 54. 43 5.s-.37 619 . 97 624 .9:'. 650.93 653 .1)8 Elev 315 .03 303 .48 299.19 298 .06 292 . 58 295 .49 299.9 295 .72 J(15 . 12 305 . 91 309. 31 309.76 31)9 .€ Sta 76 273 . 03 373 .29 412 .59 429 .76 438 .74 447 .86 4 57. 29 57 l.u3 620 625. 11 652 .09 654 .29 Elev 314 . 07 301. 82 299.27 297 . 74 292 . 41 297 .51 299. 17 298 .85 30<. 31 305. 84 309.36 309. 6 310. 31 Sta 167 . 71 361.85 377 .21 422 .94 4 30. 04 4 39. 75 448 .96 462 .28 574 .79 620. 19 632 .09 652 .25 654 . 6:2 Elev 307 .96 300 . 64 300 . 34 294 .53 292 .33 298 . 41 299 . 04 299.11 303 . 72 306. 51 309. 66 309. 59 310. 63 cs:..;,-Ji•.t .vS o5S. .,v::i .':11 c.S...,.-11 -''·''='.'::.l..i o::s .~O _,1.1'!1 .'::.l.!.. c.t:io.1..•L. _,1_1':J .'::.lo C59.12 31C•.19 69°.54 312 .25 ;9St.1£. ..,12 .; 1 04 .1 3 31'1..89 725 .5 31 1.57 Hanning ' s n ·;aJues num= Sta n ~al s:a n Val Sta r, '/-i l .I .l 411.£3 .0£ 40;.-4 E:.onk St~: Left P i,,lhr: Lengr:hs: Left Chnnriel Pight 411 .63 43·;;.14 Bloc~ed 0bstruct1ons num= Sta L Sta R Ele'.: Sta L 21B.57 L6•1.37 J2tJ ,,_11 .. p 94.58 122 .52 321) CROSS SECTIO!J OUTPUT Prcfile Ul E.G. Elev lftJ Vel Head (ft) N.S. Elev (ft) C-cit t-1 .S . lft) E.G. Slope i ft/ft) Q Total lcfs) Top <lid th I ftl Vel Total I ft/sl Max Chl Dpth {ft 299.35 0. 17 299. 16 0 .002935 400. 00 48. 58 3. 16 7.51 a R Elev 32() Element Wt . n-Va 1. Sta L , 1. 89 Peach Len. (ft) flow Area {sq ft) .D-.rea lsq ft) flow (cfs) Top \hdth I ft I Avg. Ve l . lft/sl Hydr. Depth lft l Coeff Contr. .1 Sta R 0 3.24 Elev 320 Left OB 0 .100 86. 55 2 .03 . 03 1. 07 3.63 0 .53 0 .56 Ex pan. . 3 Channel 0 . 060 139.79 118. 84 118. 84 396. 56 27. 11 3. 34 .38 Right OB 0 .100 126.83 5 .89 5.89 2.37 17.84 0.40 0.33 Main Stem -Proposed Conditions Conv. Total (cfsi Length Wtd . (ft) Min Ch El !ft: klpha f rctn Loss (ft i C o. E Loss (ft 7363.6 139 .67 291 . 67 .11 0 .76 0 . 03 Conv. 1cfsi Wetted Per. (ft) Shear !lb/sq ft) Stream Power (lb/ft s; Cum Volume 1acre-ftJ Cum s.n. (acres, Warning : Divided flo~ =omputed for this cross-sec:1on. 19. i:. 3 .~o fJ .10 .05 . t)5 0 . i-1 -3 (J . .3 . 1 .4 .9 . u: ~·lcrn1n9: Th€ ccn·.ieyan-:r: ratio (upstream conveya1i:·e a1vided t...: dc;.:n5'.::-e3if ::o:-, "€"jOn ... .:e 15 le;;::: t~.a: or greater thar, 1.4. Ttus ma:,: indic:~te ti".-: ;-,.:;ed fer additional cros::: ~e:u:i1.s . (P(;SS SECTll)N Rl"./EP: Mau-1 Stem REr.CH: tin named Tr itu tat Hl~HT r•escr1pt1on: Station Elevation Sto Ele\' 281 . (!6 35(1 . 55 35J . 17 351 .24 304 .03 397 .05 495 .68 530. 96 552 . 14 565.14 581 .37 595. 4 7 597 .64 599.95 317.13 3(13. l' 300.2d 300. (f9 294. 73 299. 13 297. 94 299. J7 302.79 303.71 30 6 . 4 9 307 89 J07.79 Jos.a7 308. 04 Manning's n Values r·ar.a Sta 52 34 ~. 26 351 . 34 J55 .51 35-. Bi: 384 . 11 4 32 . 01 495 .75 533 .73 563 .42 566.6 582 .26 596 . 14 597.77 600.29 Sta n Val Sta 0 .1 J53 .17 Bank Sta: Left Right J5J .17 J80.42 Blocked Obstructions Sta L Sta R Elev 219.24 291 .JJ J20 50J.37 548 .26 320 num"" Elev 315 . 56 )1)1) 59 301) 25 297 .01 293 .92 299 . 15 298 .57 299 .37 302 .26 304 .15 307 . 02 307 .86 307 . 84 308.7 307 . 93 num= c4 Sta Cl . 4B 348 .12 351 . 7€. 355.81 J59 . 1 3H .29 4J2.2J 51 J. 97 535.Jl 563.66 574 . 17 593. 7 3 596. 41 598. 7 5 658.76 n Val Sta .06 380.42 Ele11 315 14 300. 3?; 300. 2 3 296. 61 292 .28 2 99. 07 296 .59 299. 71 302. 49 303.67 307.63 307. 95 308.26 308. 41 312. 11 n Val .I Lengths: Left Channel 30.1 41.96 num: 4 Sta L Sta R Elev 57 .8J 60.5 320 Sta 150 .52 }-19. SC: }52 . 69 356 . e 4 37'3 . 4 l J84.3J 4JJ.J4 52 6 ., 9 540. 83 563,E9 575 . 29 594 . J6 5%. 46 599. Jo 661 . 22 Right 19. 11 Sta L 76 .84 Ele\· 3(J7. 14 }(nJ. 3Z J(J(I.} 9 299. 14 29t;. f 1 31'.iL . 72 30J. 28 303.76 JC>7 . 60· 307. 8 7 308.34 )(if. 21 312. 28 St.a 35(1. 4: 3o 3. 11 3S6.99 38(!. -12 393.42 4 91 . 52 528.12 54 9. C.4 564.36 576. 12 595 . 21 597.5€ 599. 79 Coe ff Contr . .1 Sta R Elev 132.01 320 CROSS SECTION OUTPUT Profile Ill E.G. Elev lfll Vel Head I ft) VJ.S . Elev (ft) Crit W.S. (ft) E .G. Slope !ft/ft) Q Total (cfsJ Top t<idth I fl I Vel Total I ft/s) Max Chl Dpth !ft) Conv . Total (cfs) Length Wtd. I ft) Min Ch El { ftl P.lpha frctn Loss {ft) C i:. E Loss {ft) 298 .56 0 44 298 .12 0.013274 400.00 J7 .60 5 . 26 5 . 84 J4 71 . 9 38.63 292 .28 l. 03 0 . 07 0 .12 Element Wt . n-Val. Reach Len. (ftl Flow Area (sq ft) Area (sq ft) flow {cfs l Top Wi dth I ft) Avg . Vel . (ft/s) Hydr . Depth I ft) Conv . (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S/l. {acres) Warr11ng: Divided flow computed for this cross-section. Left OB 30.10 1. 04 0. 74 Elev J(!I.'. 29 3•)(1. 18 295.(16 298. 13 .r. 90. 29 299.4 3(l..>. 19 303.62 306.22 J07.66 307. 77 3(16 . 99 J08. •)9 Expan. .J Channel 0.060 41.96 75. 02 75.02 J99.6J 25.72 5.JJ .92 3468 .7 29. 40 2. 11 11 . 26 14.65 J .07 Right OB 0.100 19.11 I. 07 l. 07 0. 37 11 . 88 0 . J4 0 . 09 3 . 2 11 . 89 0. 07 (I , 03 5.21 2.79 Warning: The con~e;ance ratio (upstream conveyance divided ~Y downstream conveyance) is less than 0 .7 or greater than 1.4 . This may indicat~ the need for additional cross sections. CP.055 SECTION fl.IVEP: Hain Stem FEP..CH : T.Jnnamed Tr ibutar INPUT Description: Station Elevation Stei Elev Jl 7. 12 3(•-1 .03 302.56 J76. Sl 488 .65 521 . 24 5,H . 28 565. 15 567 .7 579.07 591.6J 596. 76 597. 93 6J7. 01 299.3 296. 82 299.68 302 . 34 J03 .5 J06 .54 J07 . JI J07 . 52 J07 . 47 308. 61 Jl0.07 Data Sta 4 9. 19 309.95 3'6. 5~ 489 . 02 527 .5€ 545.26 565 . 28 569.44 579. 1 J 594.26 596. 7 8 598 E46.55 num= Ele·1 315.55 302.36 299 . 27 299 .23 JOl .18 302 . 91 30J .23 306 .68 J07 . 31 307 . 54 J07. 5 J08 .52 JI0 .75 6J Sta 67.99 316.5 396 .51 494 . I 5J4 . 58 55 7 . 67 565 .99 576 .74 58 3 . 62 595 . 28 596 . 84 598 . 08 647 . 94 Elev Jl 4. 68 302 .1 J 296.88 299. 2 J02.85 30J .38 305. 82 307.27 J07.5 307 . 41 J07.6 308 . 41 Jl0 .85 Sta 149. 99 J50. 8 8 400.11 494 . 8J 537.2J 562.63 566. 02 577 .47 584 .J5 595.5J 597. 19 598. 19 Elev J08 . 5J JOO . 51 291 . 98 299 . 19 302 . 34 JOJ .57 J05 .91 307 .28 J07 .48 J07 . J8 J08 .16 308 . J8 Sta 295 .66 372.7 428.4 508. 8 538 .97 565 . 07 566 . 11 579 .06 584.39 596 . 72 597 . 42 601.04 Elev 3(J3 . 02 299 .48 294 . 68 299 .45 302 303 . 66 J05 .94 J07 .Jl 307 . 48 307 . 4 7 308.J J07 . 4 7 Main Stem -Proposed Cond itions !1anr,1ng ' s n Val ues num= Sta n '/al Sta n Val .1 396.51 .06 Sta 42B .4 n ··./al .1 8anl: Sta: Left 39i. 51 Right 420 .4 Lengths : Left Channel Elcd:ed 0bstruc tions num= S .. a L Sta P Elev CR(;S~ St:CTI·)fi (.:l_ITP1_1T Profile =l E.G. Elev 1 fr "<;-! Head f1 ";J . S. Ele'l '. f;_ Cr 1 r: \·l . S. ft E.G. Slope fr/ft ·:· Total cfs To1: ~-J1dth : ft \.'c=:l Total ft'.s MaJ' Chi [•pth ft Ccn'J. To1:al tcfs L:ngth Wtd. (fr Mir, Ch El •ft· ~.lpf.a frctn Loss ! ft} c & E Loss f ft 2S2.37 •).•J-l 292.33 If . 1(1(tl23 -l•:l(l.01) 11)4 . -l E l . 2s (. 35 1-1872 . 4 1.11 ~91 .98 . 59 . 00 r1. oo l 1.1< Element Wt. n-Val . Peach Len . ( f1., flow .=-.rea !sq f:• .:..rea ·sq ft J flew c f s Top Width r ft ;._·J9. \'el. (fi: s1 H/dr. [iepth !ft) Conv. (cfs ) Netted Per. (ft) Shea< lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft ) Cum SJ... facres) Coe ff Contr. .l Le ft •)E (1.)(1(1 1.0(1 0 1 5 2.75 2. 7(1 12 .1)9 •). 32 (t . '2 10:>4 . 3 12 . 18 0 . (13 . 01 . 04 .73 Expan. . 3 Channel (1 . •Ji• l. 1-l l 55 . -I (1 1 ~ s. -I•) :;: :.:: . J 1 31 l . '= 4 .' 1(•-19&.L 3-l . 5•.I (I . 2(1 ('I . 37 14. 54 . (15 ,· •. 1 · [. i ==.-I c. 1 ~ s. 4 ~ 11'! . .:; £•). -17 . 7 I . ~.· 4 Z71 . 4 £.!. ~l •.1.ll 5 . 18 ':'. 7'i-. Warrung : The conveyance ratio {upstream conveyance divided by downstream conveyance) is less then 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar INPUT Description: Station Elevation Sta Elev 0 317 .l 303.9 302.54 376.81 299.29 488.65 296.82 526.03 301 .31 545.01 302 .9 565.01 303.21 570 .31 306.75 5B3 . 39 307. 49 593 .46 307.53 595 .92 307.:12 597 .65 308 .6 641.41 310.39 [1ata Sta 48.63 31 l. l 371 .l 493.87 534 . 4 4 558.73 565.12 576. 51 58 3. 8 5 593. 98 596. 4 9 597.73 64 7. 89 Manning's n Values Sta n Val Sta 0 .l 396.51 Banl: Sta: Left 396. 51 Right 428 .4 Blocked Obstruct ions Sta L Sta R 409 411 469 471 Cress Section Lid num= 2 Ele·1 ;: 95. 95 296. 85 Sta Hi Cord Lo Cord E.G. Ele·: {ft •1el Head 1(t1 W.S . Ele·· {ft) Crit \·LS . (ft) E.G. Slope 1fttft Q Total tcfsl Top Width !ft) Vel Total (ft/s Max Chl Dpth (ft 1 Conv . Total (cfsJ Length Vltd. (ft Min Ch El !ft) Alpha frctn Loss (ft) C ' E Loss Jft l CROSS SECT ION RIVER: Main Stem PS: 7405 num::: Elev 315.55 302.29 299. 28 299 .19 302.84 303.41 303.61 307.26 301.47 307.53 307.46 308.49 310. 85 num::::: n Val .06 E3 Sta 68.41 319. 12 396. 51 494 .31 536.86 564 .2 565.74 577.71 584 .16 594 .53 596.68 597.79 647.93 Sta 428 .4 Elev 314.63 302. 01 296.88 299. 18 302.37 303.62 305. 9 307.28 307. 4 6 307. 4 6 307 .77 308. 41 310 .86 n Val .l Sta 149 .52 351 . 98 400 . 11 510 . 02 538 .81 564 .8 566 . 41 578 .86 586 . 01 595 . 24 596 . 92 597 . 96 Elev 308.55 300. 4 6 291.98 299. 47 301.99 303. 64 306 .15 307 .3 307. 47 307. 37 308. 15 308. 35 Sta 293 .6 372.83 428 .4 52 l. 16 541 . 4 564 . 82 567.41 580. 74 591 . 96 595.42 597 .13 600. 78 Lengths : Left Channel l 1 .16 Right l. 05 Coeff Contr. .1 num= Sta L 429 520 Sta R 4 31 590 Elev 296 .25 307 St a L 449 Sta R 451 Sta H1 Cord Lo Cord 490 ,3-.l 4~U .U .:. 98 . 36 0 . 06 z 98 . 31 2 95. 2 7 c•. 00534 5 400. 00 106.96 l . 53 6 33 5471 . 4 1 .13 291.98 .53 0 . 0 1 0 . 00 Element VJt. n-Val . Peach Len. (ft 1 Flow .:c..rea {sq ft' .r..rea (sq ft) Flow (cfsJ Top Width (ft) J...:1g . Vel. tft/s) Hyd<. Depth (ft ) Conv. (cfs) Wetted Per. {ft) Shea< (lb/sq ft) Stream Power (lb/fl s) Cum Volume (acre-ft) Cum SA (acr es) Elev 296.55 Left OB 0 . 10>) 1. 00 8.23 . 23 7. 11 11. 54 0. 8€ 0. 71 97 . 2 11 . 63 0. 24 0. 20 . 04 . 73 Ele·; 303.I 299. 4 8 294.68 299.6& 302. 36 303.6 306.52 307. 38 307. 52 307.38 308.28 307.46 Expan. .3 <..:hanr1el .(';:.(! i. u: l ~3 . 1-1 13.>. 14 287 .61 31. 89 2 . 16 4.18 3934 . l 102. 17 0 .43 0 . 94 14. 54 3. 05 P LJht OB 1 .1)5 l 2t). 80 120. 80 105.29 63.53 0 .87 1. 90 1440. l 171. 78 0 . 23 0 . 20 5.17 2 .78 Main Stem -Proposed Conditions R.E.L.CH: Unnamed Tribui:ar INPl_IT De.script ion : Station Elevation [•a::a Sta Ele•J c:::- 31 -. •:1: q..: 1.' :-,r:-:..-:. 3(·;..s:;: .,12.2 :.3., . -~··-5 3.:. f<S: / 4(t4 num= Elev .l 15. c;c; 3•)2 . 22 :9c .-~~ :q9. i -~ ~--.£'..::. ·.,-,-c.., -. 9·1 . ' St3.2-.;• -_.;-; r.:.3_ -.4: 594.9£ 3':·"". :;~:-.-1 ::,-,-:.-11 Sta :-. ~3 1. 74 :•.1 1 l. 24 . €5 ~. 5,: Elev 314 . 59 3(•1 . 8'1 Z91 . 9; Z9'>. o ;(•J . O' Sta 14 9 . (•5 353 . (·- 4 :~. 4 <21 541 c.- ~6-1 . 2i. )(J(.4 :£-.1: .6::: 3L•1 .2~-5~:.4: -. --1 31)7 -I' 503.-; -?€.~1 3(11 .45 59€.-.5€ lev St . 51 2 3 c. . 4 2 37 . 9 . c O:· -I~ . ':.t • '-: i:,.-. • ~ . 2c: 54 . - . 1 c, 5(:.,. .:.~ 5-i.1 1 4 4 :.-:.:::. l ~ '. 5 l SSt~.: 21.1:.; 59t:. £: ,9;.z4 .'1 s;.-.;-;.)>.o~ s--.32 3•)8 .5"' ~9-.51 ~1 . 91 31(•. -7'( _j(•·:-. 59-. 91 €•:•1).$1 :-1:1-.-14 C-l:.~: ::11_,_ 11 f.l.:innin9 '.s ri ··?ilue~ i.um= Sta '"c.! St~ n Val 3 :-(_.. ~ l . t:C Sta 4"o .4 n '.'a 1 Bein}· Sta: Lef: F1gi:t LenJth.s: Left Channel 39€ ~l 4:'8.4 l l 17 Bloc~ed •)b.structions 1.um= Rtght l . f15 Coe ff Cor.tr. .! Sta L St~ R Ele·· Sta L Sta R Elev Sta L 449 Sta R Elev 4(19 -Ill :'95.95 -H9 471 296 .. :-:5 Cross Secti on Lid num= Sta Hi Cord Lo Cord 390 29~ 295.5 ~29 431 29£.2: 520 5~0 30·1 Sta Hi Cord Lo Cord 490 Z9"'.1 296 .E CP.OSS SECTION OUTPUT Profile ffl E.G . Elev !ft) Vel Head (f t 1 N.S. Elev lftl Cr1t W.S. !ft) E.G. Slope 'ftlft) Total (cfs) Top Width !ft) Vel Total I ft/s) Max Chl Dpth I ft) Conv. Total tcfs) Length Wtd . (ft Min Ch El lftl Alpha Frctn Loss (ft ) C & E Loss (ft) 29&. 3£ (l. 06 298. 30 295.27 f). 005383 4 00. 00 106. 77 1. 53 6. 32 54 51. 7 1. 13 291. 98 I 53 0. 00 (1, 01 Element Wt. n-Val. Reach Len. (ft) f'low P..rea (sq ft) P..rea (sq ft 1 f'low (cfsJ Top Width I ft l Avg . Vel. (ft/s) Hydr. Depth I f t l Conv. (cfs) l~etted Per . (ft) Shear (lb/sq ft Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) 451 296.55 Left OB 0 . J OO I. 00 8. 1 7 8 . 17 7.05 11. 50 0 .86 0 .71 96.1 11 . 58 0 .24 .20 . 04 . 73 Elev (JJ . l f 99. 4C. 9€. ?2 ':·!. 4 4 ~·2 . 8::-·<; i:.- (1('.. 23 •)7 . ..j 6 ·:·:. 45 15 . ';.7 E..cpan. .3 Channel 0 .060 !. I 7 132.95 132. 95 2a7.93 31 . 89 2 .17 4. I 7 3924.3 102 17 0 . 44 . 95 14. 54 . 04 Right OB 0 . JOO . 05 120 .31 120 .31 105 . OJ 63 .39 0 . 87 . 90 1431 . 2 171 . 65 0 . 24 0 . 21 5 . I 7 .78 Warning: The conve:1ance ratio {upstream conveyance d1v1ded by downstream conveyance) is l ess than 0 .7 or greater than 1.4 This may indicate the need for additional c ross sections. CROSS SECTION RIVER: Main Stem REACH: Unnamed Tributar INPUT Description: Statton Elevation Data Sta Ele•; Sta 0 317.07 ~7 .53 303.56 302 .5 313 .4 377.37 299.28 378.27 488.65 296.82 492.92 512.46 299.52 52J.99 536.49 301.96 541.64 564 .35 303 .4 5€4 .45 566.83 306.48 568.24 578.43 3(17 _.._1 5..::(1 _59 589.4ci )U7 .47 C~3 . .Jl 595.?·l 307.4-1 595.97 5~7 .1~ 308.4? 54""'.:: RS: 7403 num= Elev 315.55 3U2. 15 299 24 299. 17 299. 302.-1 2 303. 18 306.6 3CJ7 . 3€ 3 (~., . : }ri.51 •(ti=". 39 Manning 's n Valu~:o; num0 Sta n Val Sta n Val 0 .l 39£.51 .06 60 Sta 69. 25 324.36 396. 51 493.28 52a. 96 54 4 . 7 565. 16 572. 0-1 5B2. 92 S9~.59 59€-. 32 Sta 42?.4 Elev 314 . 54 301. 77 296. 88 299 17 301 . 57 }t)2. 87 305.75 3"6. 91 3(1"".". 4 Ei )1)7. 35 308. 14 )(!fl .1 ~ n Val .I Sta 148.57 354 . l 7 400. I I 493.90 534 . 16 56'1 .C6 505 . 19 57.:.. 05 583. 31 S':14 . (,I 596. ~ 4 EJ•i). 24 Bank Sta: Left 396. 51 Righi: 428 . 4 Lenaths : Left Channel Right 94 .12 Blocked Obstructions num= Sta L Sta R Elev 520 580 ,0- CROSS SECTION OUTPUT Profile Rl E.G. Elev (ft) Vel Head !ft ) W.S. Elev lft) Cr1 W.S . (ft) 298 .35 0 . 04 298 . 31 20 . ls l "'i l . 31 Element Wt . n-Val. Reach Len. (ft) flow .n..rea (sq ft) Elev 308 .59 JOU . 37 291 .98 299. 18 302 . 81 303 .47 305 .88 307 .23 307 . -15 301 . 34 ::oi:: .1e 307 .43 Sta 289. 47 373.09 428.4 195. 4 7 536. 1 L. 564 . 25 56€.3€ 5"'i:L 18 583 .68 595 . .J.t 597 .08 G4""'. 9 Coeff Contr. .I Left OB 0 . JOO 20 .15 7 .91 Elev 303 . 26 299 . 4 8 294. 68 299 . 21 JU~. 4 2 303 .6 3(H:). 31 307 . 27 J1)"i . 4 3 307 .39 30C. 57 31('.86 Ex pan . .3 Channel 0 .060 71 . 31 154 . 87 Right OB 0.100 94 . 12 156.30 Main Stem -Proposed Conditions E.G. Sl ope ( r:/fti Q Total ~cfs Top i'lidth '.f .. el Total ifr:/s. Max Chl E.1pr:r, fr:, Ccnv. Total cf~ Length >ltd. ift; Mu-•. :h E:l ~fr: ."·.lpha Frct1-, Less 1 it. r.:. ~ E Loss fr:. ·~. 000733 4(1l). 00 l <)5 . 91 1. 25 .33 1 q-;-:i:1 . (I -4.42 2s·1 92 l .CJl lZ :..'' f...rea (sq ft~ flo;.J (cfs; Top Width ! f i .=wg. Vel . :f /s; Hjdr . [iepth ft\ Conv . (c.:fs·· Wetted ~er . :ft· Shear 1lb/sq fC S::rean Po>·1er r lb/ft Cum ".7olume !.::ic:re-ft Cum Sf.i. ! acre=' 7 . 91 .53 11 . 06 0 .32 (1 . 72 93.5 11 . 15 (!. 03 (!_!)} .(14 154 .87 282.67 31. 89 l . 83 4 .86 1043"7. 4 34 . 5(1 (•. 21 IJ . 32 14 . 5'.) ""J l.•4 156.30 114 . 80 62 .9£ 0 .73 :.48 4~39 . l 63 .38 (•.11 (•. (t8 5 . l ~ \·Jarnir,g : Tl,e ~cnv.:>ar. ·.; ratio .upsrream ::cn\·.:~;ar1:.:e div:ded bi dc;..mstream ::on\1:~1ance'. is less thar, rr ~r-::-e:.ri:r rf,3n I 4. Ttus ma:1 indic:.:ite thi: need for additional cross s.:r-~ion.s . RT'·'Efl : t-!al?1 Stem RE.Z-.CH : IJnnar'..:d Tr 1hu1-=:it IMF-l_iT Descr1~t1on: Station Elevation Sta Elev 3f!J • 9r 397 . 64 41)2 . 4 7 44(1 . 58 453 .31 528.23 543. 12 544 . l c 564 . 12 571. 5 574 .59 578 .33 317 . t•.J )f1!:. ;·,;::.: 296:.€2 298 .53 29" 54 298 38 300 . 91 301 . 25 304 .77 306 . 09 306 . l: 306 .88 3(16 . 14 [1at.:i :3t:a 45 . '4 -~~9.~7 397. 71 41 ""J . 2 .:i 41 . (1) 455 .25 530 . 51 543 . 14 54 4 . 22 565.35 s-i.s7 574 .65 579. 7 ?S: .., 331 num= Elev 315 .55 2~q 298 .54 ?96 . t)(; 298 . 54 298 . 41 31)1 . 24 3n1.6 31)..J . 78 3(1€.15 31)6 . 1)7 306 .92 306.23 Manning 's n Va lues num= C.5 Sta 77.56 ~11;;q . 77 3%. 02 425.2 452 .33 517 96 531 . 73 543.24 558 .97 565.75 573 .~~ 57 5 . 01 587 85 Elev :Sl·L04 2QFI. CJQ ~ 98 . 19 293 .28 29&.3a 299.57 301. 4 2 301 . 6 305. 98 306 .13 306. 17 307 . 21 306./8 Sta 145. 70 '1;.i9 . ;,;... 398 . 14 4 31. 51 452 95 525. 7 531 . 85 54 3. 7 SC I. 71 5C:7 574.2 575 .85 623 .75 Sta n Val Sta n Val Sta n Val .l 0 .l 402 47 .06 440 .58 Bank Sta: Left Right 402.47 440.58 Blocked Obstructions Sta L Sta R Elev 230.49 246 .66 320 Lengths: Left Channel 147.82 176.97 num= Sta L 246.9 3 Sta R 286 . 49 Elev 320 Right 137.88 Sta L 71. 41 CROSS SECTION OUTPTJT Profile Ul E.G . Ele·J (ft) Vel Head t ft) w.s . Elev {ft ) Ccit «.S . (ft ) E .G. Slope (ft/ft) Q Total Ccfsl Top Width (ft) 298.22 0. 21 298 .00 0.005457 400.00 35. l 0 3. 69 0 . 17 5-1 14. 7 176.39 291.83 Element l~t. n-Val . Reach Len. {ft ) Flow Area {sq ft) Area (sq ft) Flow (cf s) Top Width (ft) Avg. Vel . (ft /s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear lb/sq ft) Elev J(18 . ac· 29'=: 99 2%.22 291 . 83 ~98 .37 301 .41 301 . 44 303 . 31 306.02 306. 14 306 .24 306 . 94 308 .73 Sta 255. 93 39n . ri7 399.42 431. 94 453.02 528 .05 532.6 54 4 . 08 502 .85 571 . 18 574 .31 577 .29 627 . 19 Coeff Contr. .1 Sta R Elev 123 .88 320 Left 1)8 147.82 Vel Total (ft/sl Max Ch! Dpth (ft I Conv. Total (cfs) Length tVtd. (ft) Min Ch El f ft) P.lpha Frctn Loss (ft) C f. E Loss (ftl 1. 00 l . 37 0 . 01 S ream Power (lb ft s) Cum Volume (acre-ft) Cum SP. !acres . 04 0 . 73 Elev 304 . 73 298.Q~ 290. 5t"; 292 . 14 298 .3"/ 300. 95 301 .46 304 .75 306. 04 306. Hi 306. 42 306.48 309. 15 Expan . .3 Channel 0. 060 176 .97 108 . 40 108 .40 400 .00 35. 10 3 .69 3 .09 5414. 7 37 .84 0 . 98 3 .60 14 .32 2.99 Right OB 137 . 86 5 .00 2.71 Warn1n-;: The -:nergy loss was qreater than 1. rt 10. 3 ml . bet1-1een the current and prev1ous cross .::.E: ... '._..i._.._.j,. Tlol.:. ;oioj ..1.1,J...._._ .... t.i; tl".t:: l.-c .. 1;J fC.l. e1JJitivl10l .:..t0.::o.:. ~i;..;L..i..vl1.:::.. CROSS SECTIOI~ RIVER: Mal n Stem REfa.CH: 11r.name:I Tr il",utat INPUT Des e r ipt ion : Station Elevation Sta Elev 0 317.fl 147.25 310 .02 387.74 298.14 402 .7 292.03 403.88 405. 01 426.57 478 .67 563. 77 567. 86 570. 17 589.41 595.63 291. 55 291.5 295. 87 297.21 299.54 299.85 300. 86 304.35 304.73 t1a ta Sta 31. 45 l 7 3. 5 395. 05 402 .98 404.05 405. 72 427.51 4 79 . l 564.72 568. 05 571. 13 590.72 596.05 num= Ele·c 316.02 309.1'5 295. 15 291 . 92 291.<8 291 . 64 295.86 297.22 299.76 299.86 301.09 304. 4 7 304 .75 2:a 4 5. 09 309.29 397.29 403.28 4 04 . 2 3 409.84 431.34 536. 22 565. 19 568. 22 571 . 57 593.05 597.26 Ele·; 315. 53 299.24 294 . 24 291 . 79 291.41 292. 48 295. 8 298.77 299 .68 300.3 301.2 304 .69 304 .75 SL a 111. £7 385. ""'6 398 . 7 403 .~2 404 . 34 41 2. 12 442.23 552.65 565.55 568.24 5 7 3. 02 593. 78 597.34 Elev 312 298. 42 L93.6f 291 .65 291 .36 2 92 . 94 295.65 299. 24 299.73 300. 4 301.55 304 .7 304. 74 Sta 138.55 38'7. 12 402. 12 403.73 404.61 426.33 4 60. 53 563.29 565. 87 568. 4 8 588.2E 595. 56 597.61 Ele•1 3 HL 62 298.39 292.27 291 . 61 291 . 42 295.83 296.73 299 .43 299 . 77 300 4 6 304 . 4 9 304 .73 304 .76 Main Stem -Proposed Conditions . 7 .3 .l 59: . 19 4 . 599 . _ ](15 . 1.:. 600 .5~ 3•)C:.H U 1Z.L' )1)5.51 } . I )(1 . 9 65 . 19 3~1 . 5 C:44 .5S 3(•6 .i:•l C:44 .93 3(•8 .•).3 645 .52 3(18.(17 Mann1n9 ' s Values num= Sta n 'Jal Sta n · .. ·cl . 1 3~ -. -4 . •)€ 3 Sta ·I~-. 51 n 'fl.il .1 Bar.I: Sta: Left Rq·f.t Lengti".s: Lef: ':hannel Right ~7-.1 4 42-.51 .:::.31 ti.:;::: ,..., . t::: Eloc!:ed ·:bstruct1cns Sta L Sta P L!...', !...4 Jl (1 • .j i E.G . Sl~v ft '··'el Head ft; ~·;'. S. i:: l e·J : ft i Cr 1 t: :·1. ~. (ft' E.G . Slope (ft'f:: Q Total 1c:s·· Top :·J1dth (ft1 ·:el Total ·ft:s1 Ma;.:; Chl [•ptt. ft, Conv. Total lCfs1 Length ~<Jtd (ft) M1n Ch El (ft) 1'.lpha frctn Lo.:;s {ft) c l E Loss (ft) num= Ele·1 Sta Sta F ;:z .. 317 .l~: 33~_;;.3 ·) .... •J •• :, i !. • .:. s~ .::. ·lB'.2. ·:·(· c:;. JI 4 H• 5. 11 ~59-.2 7£.21 291 .3( 1. 20 (J. 4 5 0. t)€ Elerne1,1: \·Jr:. n-"~ l Po:ach L.z1,. ·ft· Flo~., .:..r::a 1s~ ft .... rea '~g fr_: Flow {cfs · Top ~-Hdth {ft .il..vg . Vel ft Hydr. L•epr_f', 1ft Conv. !cfsl Hetted Per. !ft. Shear {lb/sq ft; Stream Power !lb, ft s) Cum Volume 1acre-ft1 Cum SP. l acres) Cocff Contr. .i Left A '. .. ;~.::: l .(•4 I).; 3 Expan . ' ~::·. S·4 ~:~ . 9,1 <11..C .. 9:c .. c. 69 4.89 2.69 4 4 7 3 .• :, 37. 14 l. 77 a.6f 13. 91) 2.84 Right JB •).lf•(• -:--t:. M 13. 4" l 3. 49 13. (1::,. 27.' 2 I.'. 51- (J. 49 124 . 2 27.64 0.3) 0.32 4 .% 2.H \·Jarn1no : The conveyance ratio (upstream conveyance divided by downstr::am conveyance) is less t han 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections . CROSS SECTION RIVER : Ma in Stem RE.a.CH : Unnamed Tributar INPUT Description: Station Elevation Sla Elev 319 . 13 326.4 334 .85 345 .77 354.9 455.7 474 .23 481. 44 483 . (18 484 .37 488.7 509 . 24 545 .38 313.75 295. 99 295.47 290. 77 292. 57 293.93 297 54 299. 5 301 '51 303 .24 302 .32 302 . 54 302 . 99 304 . 74 Manning's n Va l ues Sta n Val .l Data Sta 45.00 324 64 330. 94 336 .~9 353.85 356.26 463.67 479.63 482.01 483.09 485.71 491.67 509.76 567.74 Sta 325.98 Bank Sla : Left Right 325.98 353.85 Blocked Obstructions Sta L Sta R Ele~ 142 .jl 175.2 32) RS : 7083 num= Elev 311 . 44 295.93 292 .8 291. 12 293 .9 293.96 298.46 301.32 302. 12 302. 91 302. 4 5 302.35 303. 01 307.22 num= n Va l .06 67 Sta 107. 64 325. 79 332.81 337. 4 6 353.93 363.21 464.02 n9.88 482.23 483 .12 487.89 502. 57 525.39 Sta 353.85 El ev 307 .l 295 .9 291.39 291 . 32 293. 91 294 . 1 298 .5 301. 4 302. 35 302. 16 302 65 303. 95 303. 32 n Val .1 Lengths : Left Channel 19.02 220 19 num= 1 Sta 185. 15 325.98 333.96 342. l 7 353.99 368.05 469.49 480.68 482.35 483. 17 487.96 503.77 526.67 Right 74 .36 Elev 301.29 295.77 291. 04 292.02 293. 91 294.21 299 .14 301.36 302. 4 7 302 .17 302.63 303 68 303.35 Sta 224 . 31 326. 11 334.39 34·1 . 63 354. 54 427.6' 4 72. 19 4il!.28 402.75 483.28 488.09 507.22 5.13 . 54 Coeff Ccntr. .l CR.OSS SECTIOH OUTPl.JT Profile µ1 E.G. EJe·: •!<) ·1e1 Head 1 ft} \·J. S. Ele·; (ft l Cr1t W.S. ftl E.G. Slor.e I ft tt/ :) Total {ClS) Top Width (fl) Vel Total ( f l/sl Max Chl L•pth (ft) Con·J. Total (cfs\ Length \·ltd. (ft) Min Ch El (ft_) P..lpha F"rctn Loss (ft) C & E Loss (ft) 296 . ~·~ 0. 15 296. 17 1) _ 1Ji)3991 482 . 1)r· 134. 511 2 .24 5 . 4(1 7 62 9. 5 145.32 291). 77 l . 69 0 .21 0 . 04 Element :·Jt . n-Va l . Fleach Len . l(tl F"low . .r..rea rsq ft .il..rea sq ft l Flow \cfsi -1op Width (ft; .t..·"g . Ve!. (ft S · Hydr . Depth ltt) Conv . 1cfs1 !·1etted Per. (fl) Shear (lb/sg ft\ Stream Power !lb/ft s) Cum Volume (acre-ft) Cum SA (acres l Lt:ft .:B 0 100 .1-j 4)2 'J . I 3 23 . 31 n. 24 0 . 13 11. 5 t: 3. 35 o.nJ (1 .01 . 04 0 . 71 Elev 297 .04 295.67 290 .91 292 .38 293 .93 295.47 299. 34 301 . 34 302 .9 302 .22 302 . 5 7 302 .93 304 . 6 Expan . 3 Channel o. 060 '20 . 19 :;)9 . ~I) 99 . 8(1 J51 . ·12 27 . 87 .52 3 . 58 5567. 4 29 . 52 l). :34 2 . 97 13 .74 . 79 Righl )E 0 .1(1,·1 74 .3~ 112 . "l 112 ., l 129 .55 83 .33 l. 15 .3~ 21)$(1 . .: 83 . '7 0 . 34 0 .39 4 .Bi .Sf Warning: The conveyance ratio (upstream conveyance d1'.rided by downstream con-..re1ance is less than 0 .7 or g r eater than 1.4. This may indicate the need for additional cross sections. CROSS SECT !ON Main Stem -Proposed Conditions PIVEP: Ma1n Stem RE.~.CH : T.'nr.amed Tributar INPT_IT Lescr1pt1or.: Station 21~··.:ii:ion L'ota. Sta Ele\· St (• 3 ! 4 . 1 i : 1. ·:· :10.5 .. :,·~.3.. ~-'- RS : 66 €3 num= Ele·; 311 . 1_1:; '.;.:?£. '·' 23-.2 ::_:;c~.~'1 :.?-.!. 2~S'.4~· :<1: "7C1 :=-·1 .s: 2.i:; 74 :91.€. 4-1€.. ~·~~ ~4~. ~?'.19 4€2 .2} :~:-.1: l~(. -~ :9-:.2t St 2 .3 --. 4 .€ < l ... 3 ..j . (' Elev (15.-; ~ St 144 . 7 2£--5.$ -141. 29~ .... ..j -14t .5 296 .€.9 4""-1.~ 41 5 . .., =~,:..:£ .J-€. -, 29.: 4r. <1'6 . 298 .-1£ 47i:o .i'1 299 .44 •16; ... 48-.32 :~~.4~ ..j~-.~..j 299.-14 4~'. ~~~. :;·~.63 49( r 299.-~90. 299 .12 491.•) 491.1-....... :--I~:~ 299 .65 492.7 299 . .:;S' 492 . J.:11 .t'; !;1"7 . .)•)l. 99 r,l 3(11 .... € 532 .'1 3(12. 16-58(1 . (1 512.37 J 1:11 r.c. r,1s .r;. 3(11 .8' :.1: B 517 .~€. ~'··2 .t)2 r1i:.1c 31..•2 .ul ~-.18 .4 52:;.1 :;r~.-1S' ~::.-:;,(12.(14 52'.5 569. l~ann1ng 's n Volues num= Sta r1 Val Sta n Val Sta n Val .1 .l ~2l.9 .06 242 .79 Rank Sta: J,~ft 22€.9 2-12 19 Bloc~:ed Obstructions Sta L Sta P Elev lt). 02 320 Lengths : Left Channel 53 26 212 .41 num= CROSS SECTION OUTPUT Profile Hl E.G. Elev lft) Ve l Head If t) W.S . Elev lft) Crlt 11.S. lft) E.G. Slope (ft/ft) Q Total (cfs) Top Width f ft) 296 . 07 Cl . 02 296. 05 0. 0007 55 482 .00 225.95 0 . 85 7 . 17 17539 .8 Elemen Wt. n-Val . Reach Len . (ft) Flow Area (sq ft) Area (sq ft) Flow (cfsJ Top t11dth (ft) .~vg . Vel . lft/s) Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Elev •)4 . 4 ~ ~5:. 49 91). 2-1 :oc .4 Z9' ... 2 97 . 5 -l: ~J9 . 5-1 ·I.:.. :qc.•4 1.:.i. ' 9 .->9 °11. -.<)o '. J -• c' . 9( /:.<.'.I•~=- II. -/ i::.:: _) • ~ :;• Coi::ff r.:ont:r. .I Left OB Q. liJI) 53.26 12 .09 12 .(19 Vel Total {ft/s1 Max Chi Dpth (fl) Conv. Total (cfs 1 Length Wtd . (ft) Mm Ch El (ft) Alpha Frctn Loss t ft) C & E Loss (f t) 130. 97 288 .88 . 50 0 . 08 o. 00 Shear ilb/sq ft) Stream Powe r (l b/ft s) Cum Volume (acre-ft) Cum SA (acr es) 4 .32 14 .40 0 .36 0 . 84 157 . (I 14 .79 0 . 04 0 .01 1. 02 0.68 Warning : Divided flow computed for this cross-section. CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar I NPUT Description: Station Elevation Data Sta Elev Sta 314.28 72.15 2-1-i .-1~ 296.08 278.61 442.-IC 294.6 -142.~-I -149.23 290.76 -151 .63 453.31 2!9.48 453.63 463.0~ 2q0 _07 4€5.3 4 82. 11 482.75 4,;5. ,-; 498. (17 sr•s . 9-1 $1(1 . 4 ::- !; i a. t:~ 543 . s l 56-1 . 99 5t-=. r <3°. 85 289.85 48L.19 290.02 462.91 29.i.ss -iRr-.1 .:.. ~2 . ·-~ .1 ·--·t·. 2~5 . 15 r.,(I(,. 296 r. i..., 12 296.€6 c:.-:..4J..j 298.11 541 .-IC! 3(11 .9~ 585 l"" 302 .11 59(;_5-, •n1. 33 C:-14 . 21 Manning 's n Values Sta n Val St~ o .1 446 .c- Bank Sta: Left Right 446.67 498 .0" BlocY.ed Obstructions Sta L Sta R Elev 0 9 .39 320 RS : 6650 num= Elev 309. 96 295. 81 294. 42 289 .71 289.5 290 .25 .89 . 81 290 . (1S 290 .. 92 . 7 :' _ 9'€. l ~ 295.S2 2 97 . 81 .i9d.32 301. 89 J00 .56 302 . 19 num= 90 Sta 104. 4 5 282 .23 443.65 452.34 4 54. 4 3 468 .65 l""??. J'"> 482.;:7 483.81 487.2~ 50 3 . 17 51)6. 97 512.3 542 . 94 5€3. 57 585.55 598.81 &--l 5. 63 n Val Sta .06 ·198.07 Elev 307 .78 295 .95 293 .99 289.45 289 .54 290 .41 2E9 .86 290 . 21 29 . 81 2.'.?.::. €7 do.C 2CJ".8 298.25 299.95 301. 87 ::oo . 17 31)2 . 3-1 n Val .1 Lengths : Left Channel 24 . 25 170. 73 num= l CROSS SECTION OUTPUT Pror1le HI Sta 152 .01 284 .17 44 4 . 94 452 .88 456 .01 469 .39 492. 41 484 .26 488 . .j.1 505 .55 501 . 31:. 512 .3f 5-13. l 5(€.~£. 587 .03 599. IE 061 . c· Right 4 5. 83 Elev 03 .98 96 . 02 93 .32 89. 45 S9. 64 90 .37 "39.96 290 .28 '91 . 01 293 . 91 L96 .22 -95. 19 "'98 . 26 . -,o . 27 02 . 06 00.19 l,.4 . 72 Sta 195. 33 297 . 2·1 446.C7 4 53. 24 4 56. 16 474 .29 -182 .6' --l 84 . 6B 4°9.5' S05. S·J8 . (• ~ 516. •.11 5-13.~7 570. 2• 50-.n 599. 71 6€Q. --14 Coe ff Contr. .I 99. ~ . S-i Channel Ct . 00(1 212 . 41 70. 4 3 70. 4 3 117 . 19 15. 15 1. 6€ 4 .65 4 2 64 . 6 18 .42 0 .18 0 . 30 13 . 31 2 .68 Elev 300. 01 2 96. 52 292.41 289.47 2 8 9 . 65 290.(19 290. 01 ~90 .36 291 . 21 29-1. 29 '9f . .:. ll 296. 46 29?.i4 jl}I_ 302. 09 300. 21 304 . 9b Expan. .3 R1ght •)8 0 .100 11. 44 484 . 01 484 . 01 360. 4 9 196. 40 0. 74 2 .4 6 13118 .2 196.48 0.12 0.09 4.36 2.32 Main Stem -Proposed Conditions E .G. Elev (ft! Vel Head (ft ~ W.S. Elev (fti Cr it W. S. (ft) E .G. Slope (ft/ft: Q Total (cfsl Top Width (ft './el Total !ft/si Max Chl [•pth ! ft, Ccn;:. Tctal ·cf5 Ler.gth ~·nd . ift: Mir, r.,.:h El (ft f..lpha Frctn Loss '·ft (' <. E Loss (ft1 . 0-l :;: 9 . 95 . 1)1'.1(•-lS(• 4 ~:. . (1(1 I' 9. 94 l . .Z<: 1 ~.q . SC: Z.:.? . ..J: 1. 52 .· .. z.:. (• . •) ~ Element t·:t . n-'·:'a 1 . Reac.:h Ler •. ift, Flo· .. F-.rea isq fr:. .~.rea {sq ft flo· .. ; !cfs; Tor i·! id th If t .=-.'•""J. ·:e 1 . : ft/.:: H.:d::. [·ei:th ft :.:er, cfs ~·.'eti:.;d Per . •ft ~he;,r lb/.sq fr: S~r~am Pm-1e1 li:.:lft s1 r..:um .. olume ;;;·re-ft· r..:um 5.:.. 1 a·-·t e.:: · :'Jarn1ng: [1iv1ded flo·11 comi:ut.:d fer thl."" rrss-.-::e-..:t1or.. Left ijB (•.I 2 ~. ~.(I . :(1 . Channel 1:-1.'. 9C: : l . 4·> l .C:l .4C :;: l: €:. 0 c~. -h: .-. '15 . "4 l:. 4 € F!i -;;in tJB t). l·:·o -l: . .: 3 "':'' 51 1) . ..JI 1:•.<"' 51 . ~c: E•<.•:• I:. I(• : • 3(• ~Varning : The con•1eyanc:e ratio 1ups':ream -on1:0::~-anc.:e d1'1id2d b/ dm·m.stream c-01,•·e/anc.:e is l~ss tha11 or ?reater tha~ 1.-l . Th1s m~y ind1~ate ~he need for add1t1o~al ~ross sectic~s . CROSS SECTIO!J F! IVER: Ma in Stem RE;>.CH: !_!nnamed Tributar IflP!JT Description: Station Elevation Sta Elev 161. 02 323. I 7 335. I 5 384 '4 5 314 ' 44 303.04 295' 53 293.47 293.39 490.56 298.57 556.55 302.52 572.18 301.77 572 68 302 .91 576.16 302 .21 619.98 303.04 Manning 1 s n Values [1ata Sta 35 .51 114 . 82 330 .63 342.69 417.91 536.21 557 .59 572.24 5 7 3 . 08 576 .36 628. I Sta n Val Sta D .1 335 .15 Bank Sta : Left Right 335 .15 375.42 Bloc~ed Obstructions Sta L Sta R Elev 62.18 121 320 PS : E48i· num= Elev 312 . 51 301 '93 295 . 05 289 .95 294 .97 300' 59 302 .39 301 '75 303 .31 302 ' 07 303 .68 num= n Val .06 '.•2 Sta 49.94 25Ct. 77 331. ls 343 .03 445 .• 545.SS 5C:.5 . 69 572 . 4 4 574 .65 57E .B9 Sta 375 . 42 Elev 31 1. 66 295.94 295.34 289.98 ~96 .20 3(•1. '1 -1 301. 7 I 301 . 68 302 112 301 '7 n Val l Lengths: Left Channel 136.93 168.44 num= 1 Sta 87 . 21 255. 3 I 331. 53 375 .42 4 4 5 ' 97 54 5 ' 64 571). 5 572 . 45 5"4 '72 577 . 1)1 Right 38 ' 3 CROSS SECTION OUTPUT Prnflle RI E.G. Elev (ft) Vel Head I ft I l·J.S. Elev (ft) Crit \V .S . (ft) E.G. Slope (ft/ft) Q Total (cfsl Top Width (ft ) Ve! Total ( ft/sl Max Chl Dpth (ft) Conv. Total (cfs) Length ~ltd (ft) Min Ch El (ft) 295 .67 (!. 41 295 .26 O.OQ9052 857 .00 96. 23 "-28 5 . 3 I 9007. 6 I 60 . 88 2139 . 95 El Ament 1-lt . n-·/al . Reach Len . 1ft1 flow .n.rea (sq ft\ P..rea lsq ft.' flow (cf s) Top 1:lldth \ftl .r..vg. Ve t. fft·s H:.;dr. Depth ft , Ccnv. icfs Wetted Per. !ft1 Shear (lb/sq ft Elev 309. I 7 295. 91 295. 17 293.46 296 . 3 30 I. 4 5 301 . 75 301 . 77 302 . 38 301 '61 Sta I I". 25 321). 56 331.93 375,66 46€. 31 554 .08 57 I . 92 572 48 574 .77 578 .05 Coeff Contr. .! Left •)8 0 .1 00 136 .93 3 .77 3 .77 . .:0 7 .39 I . I 4 0 . 51 4 5. 0 .84 Alpha I . 45 Stream Power lb, ft s / IJ . 2' 0 .31 0 . 9.'l O.SS Frctn Loss (ft) c & E Loss lft) l . 20 . OJ Cum Volume (acre-ft) Cum S.i'.,. (arres t-Jarning: Divided flot..i computed for this cross-sw·11cn. Elev 306.84 295 . 4 I 294 .98 293 .48 297 . 4 I 302 . 82 301 . 77 301 . 92 302 .35 301 '64 Ex pan . .3 Channel 0 ' 060 168 .44 143 .07 14 3 . 07 772 .57 40 .27 5 ' 40 3.55 8120.2 4 I. 24 '96 10 .59 I I . 63 '34 Right OB 0 . JOO 3e.3o 53' 31 53.31 eo . 15 48.57 !. 50 I. JO 342 .4 48.62 0.62 0 .93 . 25 '27 :·larning: The energy loss -.. ;as greaL<:!r 1_ha11 1.1:1 Lt ·i.3 ml . bet~·1een the current and pre·.;ious cross section. This may inrl1cate th~ need f~r adJit1cnal i.css se-tions. CR1JSS SECTIOI~ FIVER: Main Stem PE.;CH: Unnamed Tribur-ar IflPIJT Description: Station Elevation Sta Elev 0 314' 4 123.89 307 .72 321. 15 296 . 3 436.48 293.77 441.05 286.69 qso.24 287.36 465.09 291. 76 523.98 297 .2 605.02 302 .14 Data Sta 39 .34 I 5<. 06 330 .55 436 .54 442 .88 457 .58 465.28 578 .05 605. 96 RS : E3 l I num= Elev 312 .35 305 47 295 .44 293 .76 286 .77 289 .05 291 '84 299 65 302 ' 03 6< Sta 55 .09 }18 .36 I I 4 . I 9 4 36 . 68 448 .83 4 60 ' 4 3 466 .79 599.55 606. 62 Elev 311 . 41 303 2 I 293 .69 293 .53 287 '04 289 .7 292 .51 301 . 54 301 . 98 Sta %.48 22£.03 4 I 6 . 72 4 36 ' 82 449 .66 4 63 . I 8 480 . 16 602. 23 610. 51 Elev 309' 24 301 . 03 293' 63 293.31 287 .23 290' 92 294.08 301. 97 301. 68 Sta I 09. 7 3 270.42 434 .8 440.96 449.74 464 .05 503.85 604 '04 619.66 Elev 308 .59 296 .84 293 .76 286 .69 287 .25 291 .3 295 .6 302 .25 30!. 76 Main Stem -Proposed Conditions .51 301. 78 i:.c 3(11.64 9 .42 302 .32 62 .43 302 .~ . 79 303 .23 63 .98 303.21 3 .27 301 .C:7 63 .21 301."i9 Manning's n Values num= c., . 16 CJ . 31 63 . 07 c.c . 99 Sta n Val Sta n ~al Sta .1 -l:'.C:·.?2 .rJC: 1H4 .05 l. 3. 3 . n 1/al .1 f:g. 11 63(1 . .JS €32.39 € 8 3. 54 . co 3. 4 3 -. 2& . 1)4 Ban~: Sta: Left Right -BC:.!'.-~ 4 € 4 . •)S Lengths : Left Channel 1 c:. i [i . 4 4 Coe ft Cc.rt r. .l BlocJ:ed Obstructions num= Sta L Sta R Elev Sta L Sta P Ele" Sla L Sta R 34 .(15 44 .9:: .'.JC,.49 SC:.14 CR•)SS SECTI(:r.J t)IJTf'l_lT Profile ul E.G. Elev (ft) '.jel Head !ft) ~l .S . Elev !fti Crit W.S . lftJ E.G. Slope 'ft1ft_ Q Total :cfs1 Top Wi dth ~ft) Vel Total I ft/S; Max Chl Dpth (ft; Con·1 . Total (cfsl Lengrh ~·Jrd. (ft_ Min Ch El {ft) P..lpha Frctn Loss (ft) c £.. E Loss (ft) CROSS SECTJOH RIVER : Main Stem REACH: Unnamed Tri bu tar INPUT Description: Station Elevation Sta Elev 0 314 .38 159. l l 333.98 455.81 491 .53 498 . 51 502 .48 51 l. 73 515 . 69 516. 19 517.67 600.81 602 . 68 605. 53 630.22 305. 14 294 .97 291 .96 288.23 287 .35 287.28 293.57 297 .19 297 .39 297 .49 302. 0 4 301 . 4 302 .8 302.89 Data Sta 55. 22 179. 5 338 . 44 460.17 493 .09 498 .83 503 . 16 513 . 71 515 . 82 516 . 35 518.3 601 . 03 604 . 53 605. 77 651 . 55 294 . « (1 .<J"'.' 294 . (11:• (,. 1)(162 31 Cc5/. 1_11"1 8t). 4 3 .<-9 7 . 31 1(1856. 9 E-S. 12 280 . 69 l. 25 0 .28 0. 08 RS o 6244 num= Elev 311. 49 303 . 24 294 . 87 291.86 288 .03 287 .31 287 .29 295 .38 297 . 31 297 . 41 2 97 . 54 301. 96 302 .89 302 . 77 303 . 87 Manning's n Values num= Element Vit. ri-".'c:il . R~act-1 Ler •. ift; Flow ;..reo :sq Et 1-.rea \sq ftl Flow (cf.Si Top Width (ftj Jl..vg. Vel. (ft/s1 Hydr . Depth {ft) Conv . 'cfs) W4=tt-=d P€r. (fr• Shear ilb/sq ft) Stream Power (lb ft si Cum Volume (acre-rt~ Cum S.il. (acres} 72 Sta 110. 87 243.37 376.36 4 62. 12 495.63 498.96 503.24 514. 9 515 .9 516. 4 9 519. 43 601.19 605. 08 610 . 7 Elev 308 . 66 300 .32 294.06 291.82 287 .71 287 .21 287 .29 296 .47 297 .38 297 .41 297 . 61 301 . 91 303 .45 302 .06 Sta 113 .93 276 . 74 410.6 463 .22 496 .31 500 . 2 3 50,1. 88 515 . 42 516 .03 516 .79 520 .12 601 . 7 3 605 .39 622 . 51 Elev 308.45 297. 2 293.52 291.79 287.62 287.23 287.33 296. 94 297.38 297. 4 3 297 . 7 301.12 303.76 302.53 Sta n Val Sta n Val Sta n "Jal .1 0 .l 463.22 .06 511 .07 .:::·:· Left .;C ·:•.l!_•·:· l £. 7•:1 9. -; I . t).'-1 0:::· fl . 2: 54 . 2 31;. (!~ (1 .l(I 0 . 04 (!. 92 0 4 8 Sta 115. 62 313. 89 41 l. 34 491.01 4 97. 19 502.43 51 l. 07 515. 62 516 . 13 Sl 7 . 09 58 3 . 62 602 . 08 605 .49 627 .5 Bank Sta : Left Right Lengths: Left Channel 463 .22 511.07 10 .38 43.42 Right 52 .89 Coeff Contr . .l Blocked 1)bstiuct1ons num= Sta L Sta R Elev Sta L 20 .6 21 .0'-l 320 31 .51 CRtJSS SE.·-1 lVN uU'l'f'UT f'roille Rl E.G. Elev l ft) Vel Head ft) ~-J .S . Elev (ft) Cril i·l .S. ft) E.G. Slcpe (ft/fl_l Q Total cfsl Top~\11dth •ft) Vel Total (ft/s) 11ax Ch! Dpth I ft I Com!. Total 'cfsl Len:;th ~"1td . (ftJ Min Ch EJ (ft ) Alpha frctn Loss (ft) c £.. E Loss (ft ) 294 . 10 0 . 19 293 . 91 . (11_1)1)7 1 >;. 5i , (HI 126. 21 2 .94 .70 154 64. 0 39. 13 287 . 21 l . 4 5 .24 .06 Sta R 75 .67 Elev Sta L Sta R 320 221 .73 280 45 Elemenr Wt. n-'/al . Pea ~t-i Ler.. rr 1 F"l o~; .=-.re.::i s1 t t .J:\rea sq ft l Flow c:L ~) Top liildth t ft .:l.vg. \"'?l . (ft/s) Hydr . L•epth (ftl Conv. tcfs, Wetted Per . (ft) Shear lb/sq ft l Stream Power {lb/ft SJ Cum Volume (acre-ftJ Cum SA acres) Elev 320 Left OB 1).100 10.3-:t -2.4 ~ 72 . ·15 57 . !"19 . 3€ .70 u . 94 1030.2 77 . 39 0 . l C 0 . 14 0 . 91 0 . 4 6 Expari . c.-:-.44 1 ~·:\. (,i I~._.. ;:;5 . )£. :7 .23 5.54 5.53 105.;2. o < 1 . ~.'-l l. 8€ 10 . 3fJ 11. (16 . : l Elev 308.38 296. 82 293. 51 288. 29 287 . 51 287 . 28 292. 97 297 .13 297.39 297.46 301.89 301.72 303 . 1 302. 7 6 Expan. .3 Channel 0. (It;(• 43 .42 21€.51 218 . s 1 799.71 <".85 3 . c~ 4 . 51 14 430 . 2 50. 35 0 .83 3 .05 10 .7" 2. 15 P ight )B 0 . 10(1 if . €1 15. ls 15 .16 17.36 15. 42 l. 14 0 .98 219.9 ls. if. 0.37 0.43 4 .22 .24 Right OB 0 .} (H) 52 .89 0 . 49 0 .49 0 . 2( .03 0 .41 0 .47 3.6 !. 40 0 .07 0 . 03 .21 .22 Main Stem -Proposed Conditions Warni ng: The velociLJ head has changed by more than 0 .5 ft (0 .15 m). This may indicate the need for add1 tional cross sections . t·la rni ng : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicat e the need for additional cross sections. CROSS SECTION RJ'.,'ER : Ma i n Stem RE.".CH: Unnamed Tributar INPUT [1esc:r1ption: Station Elevation Data Sta Elev Sta 31.:J . 3:,: 5(;. :4 16:..3..., j(•4 .9 179.99 ~:~:. 294 . •,j 3-:.23 41 1 1-; 293 .•:•:: 449 .C:E .:i-~.51 29<1.25 479 _99 RS : E-2·)0 num= Elev ~11 .€~- 31>2 . 2C: '.:513 . 9S 291 . 95 29f1. 3 287 . i.; S t 0 3. 4 c 3 . 4& 1 . 1 492 . Ele 99. ':; 92 4 O'.l 493.52 2S7 .-c. 49-l .21 267 .31 49-l . SI ..is1'.:.Z"2 ~~7 .41 495 . ..J9 z·:n . ..J.:: ..J95 .7 .;:1 .ic~c .39 287 .f:.3 497 .€8 288 .-:l 5,-.3 .1 92.-l 5•:·-. _,_ '.:".95 .5~ 508 .C.5 29C:·. 51S . 9C-.c 54€.(•3 297 .1 54€.45 29-:,,,r;' 541:-.51 96 1• s-..J .29 299_9:,: 574 .59 z99 9'.: s•s . 1)(1 1)4 f:l-.1-l 3(12 15 011 .46: :,(•2 16 c:.11:-.. 1: 3•)2 .2 €19.C: 3•)2 .lf.. 619 71 31!2 .l 619 .9? 301.9S €:21 .~3 301 .c.c· 624 .0-l 3(12 .13 (;'.'::.5 .4 ~ 3(>2 .41 £39.91 303 .33 Ma nning's n Values Sta n Val Sta .1 481.1 6 n Val Sta .Of 503.1-l n Val .l .1 , I.·. i. : • 1) ..j -l.Sr c.: .5 l. 1 Ele o·:. (1 9-; ~ 9~.:;: 9(1 . 0:;9, 9o . 1 t)l .Si 20?. 301 . 3(12 s 120 . ~ i:;. <'9. 492 . 495 4 9f. 5(f7 54 '1 . 5-l9. nc .. 617'. 621. 629. Ban~: Sta : Left Right 481.16 503 .H Blocl:ed Obstructions Lengths: Left Ch-3nnel 52 9 167 27 Right 55 . 07 Coeff Contr . 1 Sta L Sta R Elev S.65 78.32 320 num= Sta L 243 . CROSS SECTION OUTPUT Pr-ofile ffl E.G. Elev {ft) Vel Head (ft) W.S. Elev i ft) Cr1t W.S. lft) E.G. Slope {ft /ft) Total (cfs) Top Width I ft I Ve! Total I ft/s) Max Chl Dpth {ft ) Conv Total (cfs) Length Wtd . (ft) Min Ch El {ft) .Zl..lpha Frctn Loss i ft ) c f... E Loss (ft ) 293 .80 0 81 292 .99 0 .018570 857.00 85 . 10 5.34 5 . 88 6288.8 131 .21 287 . 11 .82 1. 58 0 . 15 Sta R 300. 2 3 Elev 32(1 Element Wt . n-Val . Reach Len {ft) Flow Area (sg ft) Area (sq ft 1 Flow (cfs) Top Width {ft) Avg . Vel . (ft/sJ Hydr. Depth (ft) Conv. (cfs) \·Jetted Per . (ft) Sheac {lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0. 100 52. 90 73 .41 73 .41 165.56 62 .33 .26 1.18 1214 . 9 62 . 44 1. 36 3.07 .89 0 45 Ele'; -. c.::: 91 . 1 ' 2 . 1 c 29 ' 1" 14 .(14 ..., . 1 ~ . 24 .85 r.:xpan . .3 Channel 0.060 167 .27 86.99 86.99 691.27 21.98 95 96 5072 . 7 24 .08 4 .19 33.29 11). 62 2 . 12 Right OB 1) .100 55 . 07 (J . 22 (J . 22 0 . 16 0 .80 o. 75 l). 27 1 . 2 0 . 96 I). 26 (J 19 .21 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. Warning : The energy loss was greater than 1.0 ft (0 .3 m). bet1;1een the c urrent and previous cr oss section. This may i ndicate the need for additional cross sections CROSS SECTION RIVER: Main Stem RE.l\CH: Unnamed Tributar Ill PUT Uesc r ipt ion : Station Elevation Sta Elev ·o 314 . 03 lcB.33 3(13 .33 316.89 295 66 357.-3 292 7(. 3c).31 292 .02 €3 92 290 .5 .:SU 52 286.97 .'.':>..J .-l2 288.77 39-1 .99 28f'.93 4H.H 292 31 €2(. 81 296 9j E-3'.21 298.92 C.E'-7 .~7 302.39 695 .~C 301.13 Data Sta 53 . 17 2€-7 .51 340 .62 35~-. 31 3H•.st:. 370 .65 361 . 32 365. C:2 397 .93 SC:£. OS 630 .~ 681. 18 E-93 .3 698.25 RS : €033 num= Elev 311 . 27 299 .27 293 .98 292 1 2 292 62 28 £ .. 2£· 2S7. t':-l 2d8 . 7f 2,9 .<. 95. 9-l 298 . 4 3c12 . (J7 301. 85 30l .s1 67 S ta 114 . g3 281. 9 l 34 3 . 25 359 .LL 360. t:Z :no 23 321. ..j c 3BC .23 4 53 . 1)'? 585 . 32 €34 .53 683 .51 693 .89 Elev 306 98 297.63 293.79 292.6€ 292.58 286.26 237 . '5 288 78 2 90 . 2 2 296 . 94 298 .78 302 . 27 30 l . 79 11ann1ng 's n Values num= Sta n Val Sta n Val Sta n Val .1 0 .1 363.92 .06 382.66 Bank Sta: Left Right 363.92 382 .66 Blocked Obstructions Sta L Sta R Elev 60 .07 320 Lengths : Left Channel 85 .15 171 .23 num= 2 Sta L Sta R Elev 61 79.45 320 Sta 153.36 286 .6 351 . 86 3 59. 4 6 3(1 . 95 2"7· . 94 3~·2 . 32 289. 15 <70.44 El3.42 636. 92 68 5. 54 694. 61 Right 1. 57 Ele·.; 305 33 297 74 293 . 18 292 65 2 91 7 4 286.27 288 . -l 8 288 61 291 69 297 31 298. 91 302 36 301. 79 Sta 170.62 3(10 . SS 354 19 359. 91 362 .32 3E •). 26 3t2. 60 389.67 4 8(1 €€ 62 6 75 637 . 13 665.99 69-l . 7B Coeff Contr . .1 Ele·J 3t)4 . 05 297 18 293 01 292 . 64 291. 51 2-:-"6 . 74 ~-et·. 76 L"C!. 82 292 15 296 9 298.92 302.37 301. 7 Ex pan. .3 Main Stem -Proposed Conditions CROSS SECTION 0'-1TPl_IT Profile ffl E.G. Elev !ft; Ve ! Head 1 ft) \·J.S. Elev lft l Crit W.S. {f t: E.G. Slope (ft/ft: •J Total !cfsJ Top ~Vidth f ft '/el Total 1ft/s: Max Chl Dpth 1f t ' Conv . Total lcfs Ler,gth i·Jr.::d :ft : Min .-:h El ·ft! .L.l;:ha Fr ctn Loss 1 ft C i. :: Loss 'ft, RIVER : Main Stem PE/I.CH: !Jn named Tr ibutar INPLIT Description: Station Elevation Sta Elev 154 .14 172 . 27 227 .67 231 239 51 25!.32 260.69 272.26 291 .96 482.36 664 . 96 67€. 12 682 .08 728 .79 738 . 11 313 . 06 304.2 300.3 289 . 01 288 .59 286 .34 288 .47 290 .76 290 . 71 29(1 . 64 288 .97 297 .06 298 .59 299 . OJ 302 .37 301. 78 743 .06 301 .39 Manning 's n Values Data Sta 26 . 59 158 .58 188 ' 11 228 .22 233.6 241 .86 256 .55 263. 6 273.% 293.3 515. 25 670 .47 678.35 683.03 728.99 7 39. 11 Sta n Val Sta 0 .I 208 .9 292. (18 (I . 31 291. 7 c. 1). (1 ,:.399 7. (•(I l t.o . 15 3. 2>: 5. 5(1 5·). 9 . .j 3 1. ?6 (•. 7:; RS ' 5H2 num= Elev 312 . 54 301.91 299 .87 286.9 288.33 28€.16 290 .57 290,75 290 .71 290 .63 291 .76 296.9 298.8 299 .08 302 .37 301 .25 num= n Val .06 Element Wt . n-Val. Pea::h Len. (ftl Flow .L.rea (sq ftl J..rea ~=q ft) Flew {cfs) Top W1dth ift i !J..vg . "v"el. {ft/.s Hydr. ciepth (ft · Ccnv. (cfs' \.\'etted Per. rfr: StH:ar , lb/=:q ft Stream Power 'lb/ft s/ Cum \'olume 1acre-fti Cum s.~. •acres l 81 Sta 119. 4 5 165. 72 189.73 228 .32 238 .83 248 .89 256 .89 2 64 . 08 274 .76 308 . 14 609 . 21 671. 04 680.5 725 .56 7 31. 2 739.34 Sta 256 .89 Elev 305. 91 ~98 . 24 299 .3 288.86 2B6.57 ,,_85 . 64 29•J . 76 291). 74 290 .7 290.57 295. 94 297 .13 298 . 91 302 . 13 302 .4 301 . 13 n Val .I Sta 127 . 23 172 1 91. 62 228.78 238 . 97 250. 02 258.45 265.39 287 .09 399. 72 628 . 68 67 2 . 4 8 680. 93 727 . 76 734.07 741. 31 Ele·J 305 .57 300. 27 298.65 288.82 286. 5;.' 28(. 34 290.77 290. 7 4 290. 66 289.86 296. 91 297 .73 298 . 93 302 . 31 302 . 11 301 . 68 Left OB t). lt)O ~~·. 15 .26 .2€ 1. 13 2 . 01 IJ . 9•) o .~3 12. 4 . 3., ,, . 2):1 (). 25 (1 .i:-4 (• . ..Jl St a 128 . 64 172 12 208.9 230. 14 239. 1 252 .34 25d.92 27 l. 4 6 290 . 22 4 02 . 94 657 .23 674 . 1 7 681 . 06 727 .92 7 37 . 4 741.85 Bank Sta: Left Right Lengths: Left Channel Right .89 Coeff Contr. .1 208 .9 256.89 Blocted Obstruc tions num= Sta L Sta R Elev 0 32.22 320 CROSS SECTIOIJ OUTPUT Profile Hl E.G . Elev {ft ) Ve! Head (ft) W.S. Elev (ft) Crlt W.S . (ft) E.G. Slope (ft/ft ) Q Total 1cfs) Top Wi dth (ft) Vel Total (ft ... sl Max Chl Opth (ft ) Coll\: Total (cfs) Length WtJ. (ft) JUpha Frctn Loss (ft l c L E L .... ss (ft) r·poss SECT I Jll RI\fEP : Main Stem REACH: IJnnamed Tributar fNPl.IT C•escript1on: Station Elevation Sta Elev 0 312.67 131.62 304 .) 170 91 292 .14 192.23 287 .6 194.73 287 .95 196.4 287 .99 294.96 290.75 525.98 292 .15 672.86 296 .9 Data Sta 14. 48 152 .8 J 75. 14 192 .99 195 .1 5 197 .08 400 .66 528 .76 675.79 291 .30 0 16 291.15 006644 857 .00 291.45 2 . 14 5 .51 10513.8 47 .21 .._o.J . t:-l . 24 0 .37 O. n1 PS o 5776 num= Elev 312 . 18 302.32 286.82 287 .7 287 .96 286 .01 289.88 292 .27 298 . I 121 .6 86.3 62 Element Wt. n-Val . Reach Len (f t) Flow Area (sq ft) Area (sq ft) tlow {cfs) Top Width (ftJ Avg. Ve!. I ft/s) Hjdr. Depth (ft) Conv . refs) Wetted Per . (ft .3ln::Ol lL, .:>4 [l1 S ream Power (lb/f t Cum Volume (acre-ft) Cum S.ll. (a;: res r Sta Ele-J 312.03 301.66 Sta 73 .63 163 _. .. 7 185 .72 22.87 163.33 176.75 193.97 195.25 197 .14 404 .57 611.25 676.5e 286.3 287. 34 287.96 288.0! 289.86 295. 93 298.42 194 . 09 195 .55 199 .32 485 630 .57 677 . 51 Elev 309. 01 294 .83 286. 71 287.86 237.97 288.08 288.98 296 .9 298. 51 Left OB 121 60 0. E:'4 0 . 40 Sla 123. I I 168.89 185.38 194 .66 195. 77 269.1 5 518.46 659. 67 680.79 Channel (J . 06(1 I" l . ~" ;:.". 99 i: . 99 ~.., =' 1:: i ~ . -4 5. "j 2 4. 4 3 = 1.:.4 . 2 =··· ·-; l Z. I•.' 12. 1_13 I·:•. 29 Elev 305 .5 3(1(). 31 292 .62 228 .6& 200 .!la 28'.B< 29(1 . 76 290.72 290 .6< 289 . 64 29".3 298 .42 298 .911 302 .33 301 .78 301 .83 Expan. .3 Channel o. 060 86.30 121 .24 121 .24 4 92. 77 40.33 .06 3.01 6045 .4 42.44 1.13 4.82 9 .89 I. 92 Elev 304.11 294 .67 286. 7 I 287.94 287 .97 290. 12 291.81 297 .29 298 .81 Right (,B (•.1(11) 177 . '- 1--." 3~ . i . 4 .I .9 .l Right OB Q 100 0.89 279.85 279.85 364 .23 251 . Ii .30 .II 4468.4 251.22 •; • .j(. n.£.0 <.09 ~. l 0 Main Stem -Proposed Conditions CS3 .? '31. 0 14(1 . 4 -44 . 2 . 94 .37 . /i ~3 .5? 298 .95 6. 31 .15 302 .3' 73 .4 41.4-301.24 -.i .t: 45.f.€ 3•)1.3'.Z 3•) .15 73(1.4- 2.4 "735 .52 30 . 13 7 4 1 . 94 Manning's n '·.:a lues r.um"' Sta r, ··a1 Sta n '/al Sta n '/al .l . 1 } I o).~: i . (if 1 ~-. •):. C~:.l: Si:ei: Left:. ?1;ht i -.-.. 9l 19 .... i)~ Lerqth.-:: !..o:=ft~ r.:h6nr;E:l : 1:. S· l Fi -;~.: . ~(, r..:F:.ss SECTr·:H ·:llTPl_IT f':-of il-e ii } E.G. Ele·.· :'t "el Hea::i ~f t ":i. S. El e·.: t t; Crit ~·!.S . 'ft E.G . 2lcre ft rt. 1:, Tctal --f::: Tor 1·.'i~1r:n rt '-'el Total ft Max Chl [ptt, (ft Con~. Total c f s1 Length \..Jt d . !ftl Min Ch El {f t) h lpha Frctn Los::: {ft) C f. E Loss If t .!. ~:·.' • ~:5·; •••I 3_ -l <:. ? . 31 3. ~9 ;; 7-;"3 . ·l l(ll . 9€. 2~6. -! 2. 78 (I. 6-1 O.•):' l::l~me1.: :·.Jt . 1,-· ·al k.::a.··t, Len. r- i='"lo· .. ,. J·.r'5o · _-;:: .~ fr. .:..re;j : sq :t Fi'.:l;-: ct~ '!'or;. :·ildtn tt .:.:.';i . ·:el . ft H;dr L•ei;t.h ~ft ·cn'J. ,cf s: 1<Jett:ed Pe r . 1ft .Jt,eor i l b/s:t fti Stream PO\·Jer 1 lb ft SJ Cum 'Jolume (acre-fti Cum S.U. (acres Warn i ng : Divided fl ow computed for this cross-s-ect1on. .34 73').56 )(i2 .35 .19 739.75 301.77 1.2 743 .99 3(•1 .18 r.:oef f r.:ont:-. .1 Left ,_,5 I). 8'4 u.40 E:-q:an . Channel : l:. 91 ·-:. .i . -.~ ~ 3 c. 5 .18 j . 31 447?. 4 2t . s-·? l . 8£ 9 .65 9 .69 1. 86 p i~ht ')5 .:.Lo· -co 11 ='' .11 4: '. 12 I'. 9€. .i 301 . (! 299.67 (J . 8-l 4 .(t.j' 2. 15 Warning : The conveyance ratio (ups r ream conveyance d1v1ded by downstream conveyance) i s less than 0 .7 or greater than 1 4 . This may indicate the need for addi tio11a l cross sect ions. CR1JSS SECTION RIVER: Main St em REACH: Unnamed Tributar !NPl_IT Descripti on: St a tion Elevat i on Data Sta 0 125 .79 362 . 11 385 . 11 387 .92 396 .93 399 . 4 6 405 .36 41 1. 06 415 .89 432 .07 443 . 2 4 44 . 42 445 .85 449 . 2 455 .06 463 .29 466 .59 468 .95 4 83 . 91 493.66 552. 61 559 . 0 9 747 .83 905 914 . 58 96.:.. 11 972 .U El ev 312 . 68 304 . 88 294 .98 294 .63 295 .75 294.11 294.2 293 .69 294 .36 290. 94 282 .61 286 286.02 286 .07 266.2 286.43 266.75 286.88 286 .97 286.66 287 .93 289.95 290. 5 291 . 88 298 .43 299 . 14 302 . 27 301 .85 Sta 12 .65 138 .76 375.86 385 .53 388 . (Jl 397 . 71 40 1.22 4tJ6 . -1 3 412 .9 417 . 19 4 33 . 12 443 .55 4 44 . 53 446 .21 449 .67 455 .74 463 .93 467 .02 -171 .95 484. 6 494. 51 553.44 5€1 . 92 839 .23 91J5 . 22 95£..>:-L 968 . 12 .:i1.i . 21 PS : 5563 num"" Elev 312.27 303. 78 294.96 294.53 295. 85 293.95 294. 08 293.8 293.05 290. 02 283.99 285. 98 286. 02 286. 09 286.22 286.46 286.77 286.89 287.32 287.Sf: 287.9€ 290.25 290.58 295.93 298. 4 5 302. 10 301 r: j!) l . ?.S· 137 Sta 2L·. 1)9 332 .5 377.87 33<.48 390. 61 39E!. 0...: 401 . 71 41)8 .29 414. 13 42(•. 18 433 .6 -14 3. B3 444 .7 448 450.08 456. (!9 4 64. 28 467 48 48( . 11 480 .d 512. 7(, 556. -l~ St.4 . 69 656 .4 909. 24 959. 16 Elev 310 78 294. 13 294 96 294. 31 295.34 293.89 294. 04 294 292. 19 287.91 284.63 286 286.03 286. 16 286.24 286.47 286 79 286. 91 237 . .:I 287 288.67 291). 36 290.1 296 89 29€.81 302. 36 J:l)J.7"/ Sta 44.45 334.o9 383.19 30f. f 392 .69 399. 09 402.04 408. 75 415 . 12 4 2f. 3 4 35. 02 44 3. 97 445 44 8. 44 453.67 4 60. 4 465.24 .i 67. 98 481 . 57 491 . 44 5 14. 25 557. t. ~2 ·1 . .:15 88;!. 12 911 . 63 9S9.33 Mannin':l 's n Value:: num= Sta n ·;al Stei n 1.'a l Sta n ·.ral .I .1 ~,!.u .l~ .1J£ ~3~. Bank Sta : Left R i.ght 420.10 -1 35. '2 Lengths : Left Channel :.5" 127 .48 CROSS SECTION OUTPIJT Profi le ~1 E .G. Elev (ft Vel Head (f t) W.S . Elev lf t l Crit 1·1.s . lf tl E.G. Slope l ft/ft) Q Total {cf s) Top l'lldth lft l Vel Total (ft/sJ Max Chl Dpth If t I Conv. Total (cfs) Lengt h Wtd. (ft) Mi n Ch El lf t) 0 . 16 290 . 11 0.0044 31 857 .00 2-1 8 . 30 .10 7 . 50 12874. 7 84 . 89 282 . 61 Element ~·/ n-·:al Reach Len 1f t1 Flow .J;rea (sq ft) .D.r ea (sq ft ) Flow {cfs) Top Width (ft ) P.vg . Vel. l ft /si Hydr . Depth lftl Conv . (c fs ) Wett ed Per . (ftl Shear lib/sq ft) Elev 310 . -l 294.21 294.95 294.28 294. 94 293.69 294. 01 294. 07 291. 48 283.58 2eo.s 2 286 286.04 286 17 286.38 286.64 286.83 286.93 287.46 267.84 288.73 290.39 289 95 297.29 298. 94 3i:12 37 )C•l 12 Sta 81 96 360 .75 383 . 72 387 .82 395 . 54 399 . 22 402.85 4 09. 37 415 . 46 429.9 4 4 2. 94 4 44.25 4 4 5 . 34 448.84 4 54 . 4 462.62 4 66 . 14 468 .55 483.2 492 .36 551 .76 559 .23 713 .08 901 .25 911 . 98 g61 . 79 9.,1). 38 Coeff Coritr . .1 Left OB 0 . 100 2.56 3. 42 3. 42 3. 14 3. 11 0 .92 I. 10 47 .2 3.81 0.25 Elev 308. 3 7 294 . 98 294 .95 295.64 294.38 293.86 293. 93 294. 17 291 . 25 282.97 286.02 286. 01 286.05 286. 19 286. 41 286. 72 286.86 286.95 286.€ 287.88 290. 19 290 . ..J7 288.98 ~96 .89 :.::98 . 96 ~()? . 4 ;fq 22 Channel 0. 060 127 . 48 63.52 83.52 379.59 14 . 84 4 . 54 5 .63 5702 .7 H .25 l . 27 Pi~ht. 08 (•.100 0. 42 321.42 321 . 42 474.26 230.35 .48 . 40 7124 .8 231 . 37 L•. 38 Main Stem -Proposed Conditions ~.lpha F"r:tn Loss lft) C l E Loss 1 ft 1 .35 .53 . •)3 Stream f'ower i l b/ft sl Cum '.'olume (acre-ft) r.:um Si-. !acres: Warning : ~i v1ded flow computed for this cross-secti on. .23 .84 . 40 5 . ., 9 . l. 7 . 57 , l)i . 15 Warnir.9 : The conveyance ratio ·upstream conveyance d1v1ded by downst ream ccn·:ejancei is less than ~-,or greater than 1 .4 This may indicat e t he need for additional cross sections . PI''EP : Mau. Stem PE.=-.1.:H: r1nr . .;med Tr it.ur.ar HIF'l.11' L·escr1pt1on: Station Elevation Cata 1~um= ~~ ~:ta Elev· Sr:a Elev Sta Ele·· St:i El~·; Stn Ei.;·1 31:.l::-1(1.l.!.. ;·l~.::.: :;:c ..:l•J .St 4-_3: .:l•.1 ,l~ _,_,::.. ,,.. 1:.c.<•= 3··5 .Il l~..:.c-.; :;.: . .;.?S 133 .€.-·,f•..J.13 13-::'.·. 31:i:.:;3 13€.4€ ;11].€'.:: 3-:; .1 • .:• l 3&4 . ,-.:_ 351€. 7(; 399. •)-1 < l l . l" 5~ 1 . 39 594 .28 c;n5 . 6 £r)€ 61(1 . 71 804. 34 953 .34 96fJ . 35 1008 . 39 1018 z.:;-1. :-::~;.(. 294 .£5 :El .C.£ 293 58 294. (16 293 .34 287 .21 204.3 282 .98 2d2 .8B 290 . 58 292 . 25 298 . 4 3 3;:·9. 51 39€.·. "3 40(1 . 33 416. 44 582 .87 595. 71 605. 91 6(16 . 9.J 610 .75 807 .45 954 .27 298 .96 966.12 302 .38 1010.02 301.3 1018.33 Manning's n Val ues :::~·S.11 3c;11 .J5 >:~.2-381.9? :-::·S .i!l 391 .3-r 293 .5'7 397 .117 .,.93 .9°7 40B .25 292 .63 418 .54 260.6£. 5BO .d 224 .1)9 599.83 2B2 .96 60€. l;; .,.82 .7.7 607 .91 :90.07 Ell .4i:, 295.93 906.5< 298 .52 957.59 299.38 1005.32 302 .4 1010.6(; 31)1 .12 1018 .95 num= :;:q:. l l J""'S . .. ~4 .€· Ji:-.3 .}:< '.;:94.-C~ 39€.'.:7 293.52 397 .1 293 .2 408 .41 292 .34 425.39 2;;5.92 58:~.-r.i .!.~·3 .•P 601 .0€ 222 .93 60€.48 .;.;'..-t . ~7 6(18 . 71 i9(1.00 796.37 "96.88 936.48 298.82 958.66 302 .18 10(•7 . 58 302 .34 101€.·.4 301 .3 1020 .,.9i •. ~l -.:·~ S7 :9.},iC 39f.59 293.S' 39'.53 293.21 .JlO.cec 291.41 581 285.·15 592 .31 i::-.3 .3:. <)(1:).3 2B2.91 00l.7'B ~;;:f. 5 (:.}(J. 51 291.B9 i;;(12 .18 291 . 29 949 59 298.87 959.94 302.37 1007 .9 301.77 1017.ll 301.6 Sta n Va l Sta n Val Sta n ·1a 1 .! .I 581 .06 610.75 Ban~: Sta : Left Right Lengths : Left Channel Right 581 610 .75 CROSS SECTION OUTPUT Profile HI E.G. Elev (ft) Ve! Head (ft) W.S . Elev (ft ) Cnt W.S . (ft) E .G. Slope (f t/ft) Total (cfs) Top Width (ft) Ve! Total I ft/s) Max Ch! Dpth tf t) Conv . Total (cfs) Length vltd. I ft I Min Ch El lftl .n.lpha frctn Loss (ft) c & E Loss tftl 289. 71 l). 48 289.23 0 .009274 857 .00 102 .22 . 29 6 .36 8899.3 ltH. 26 282.87 I. 67 0 .29 0. 13 2.33 149 148 .75 Element ~-n . n-Val. Reach Len. (ft) flow P.r-ea (sq ftl Area (sq f t ) flow (cfs) Top Width (ft) Avg . Vel . !Et/s) Hydr. Depth (ft) Conv. (cfsl Wetted Per. {ft) Shear {lb/sq ft) Stream Power (lb/ft sl Cum Volume {acre-ft) Cum SA (acres) Coeff Contr . .l Left OB (1 .100 2.33 70. 72 70. 72 98 .89 7 3 .18 . 40 0.97 1026.9 73 .20 0 56 0. 78 0. 84 0 . 40 :9c. .11 :;:93. c .... ~ 94 . 1.: "93.33 2~-.3 28LC 83. 18 c2.B8 91). 12 92. 15 90.89 9t<. 94 02.37 01 . 77 Ex pan. .3 Channel 0.060 149.00 129. 15 129. 15 758. 11 29.05 5. 87 .45 7872 .4 33. 4 4 2. 24 13. 12 8.97 l . 70 Right OB 148.75 4. 07 2. 15 VlarnintJ: The con·.;e~/ance rario !upstream ccn,:eyance divtded by dm·mstream conveyance) is less than 0 .7 or greater rhan 1.4. Tt11s ma; tndicate the need for additional cross sections. CEOSS SECTION r.r:sr: 1:.:.. ~,, :::; !~.._;:: REACH: Vnnamed Tributar INP!.IT C•es..:r1rtion: St3tion Elevation sr.:o Ele·: 123 . "; 1 3'7 .J . '3T1 .91 329. 04 40i,75 47(1• tJ2 55,. 14 557.59 563. 52 567 . 84 578.56 615. 74 878 . 6 892. 12 92 0 . 63 312 .65 .;1)4 . 9t.· •95.21 294 .25 294 .-;:. 29". l 2 2e5.35 2°6.42 286. 49 L83. 4 6 282 . 16 285 .9 287 .15 296 .5 299. 61 30 I. 19 C•ata Sta 8 . 51 l 34. 3<, 374 .26 379. I 6 395.86 40S .31 4&4.<l 555.36 557 .1? 564 .46 568.06 579. 3 l 718.44 879.65 900. 21 920. 97 PS: 5226 num= El;1· 3 l .c.. 3.,. ),-! J. Uc. ::~5 . i .. 95 . 6~ 29 ·i . 39 :9'"l. 09 i-'.t-l . 1? 28F . 4- 2P.6 . -l 6 28<:.c5 282.23 285.93 290.0J 290.47 300.3 301 . 18 Manning's n Values num= CI_ !:ta ::6. (:1 329.JC 374 .C5 379.93 39£.. 3...- 41 l .-1 53~.€ 555.54 557.1;j 566."L. 570.78 579.88 785.43 883 .15 901. 08 921 .08 Ele•.r _; 1 I . 39 94 . 4 6 .., ;1-l . 9:: :96.51 294 . 12 -?3.23 28:€.09 Z96 .47 28E.42 .d:1 . 75 283. l 7 285.96 294 . 48 296.38 300. 34 30 I. 17 Std .B::t 35..,. 55 375.93 3"3 .1£ 39C . 4-l 416.09 54 7 . 2 3 555.71 558. 566.26 577.54 586.43 804. 71 889.36 902.24 921.26 Ele·1 ::09. g1 295 .2~ 294.71 ".'95 . 8:8 294. l 3 292.36 280.28 286, .JC Z8€-, 41 "81 . ., 2 285.79 286.33 296.07 298 .8 300.6 301 . I' sr-a .·:?i.. 359.33 J7'. 55 3f:.j . 11 .399 .6.; 405.54 550.36 55£..95 559.3-t 566.30 577 .73 614. l a 83 l . 97 891 .23 904. 91 924 . 52 Ele\1 3 -• 19 :'95.23 294 . Jj .::c,s . l9 293 . 91 2~c..95 :•E.35 .c.06.t::Z 20E.ll 291 .65 285.87 287. l l 295.82 299.54 301 .21 301.03 Main Stem -Proposed Conditions Sta n Val Sta .1 559.34 Bank Sta: Left Fligh: 559.34 5-:-5-l \·el Hs;rj ft: :·;. 5 . El-=.. ft. Cr1t ·.-i .=; ft E G. Slc.;:e \ft·fr: ,; Tot:il .::fs Top :·iiJtL ~fr:.·· ·.:el To':.-<i.l 'ft 1s; J.la;.; crd C·pth ft Conv. Tc:al cfs. Len;it!·, :·.'td. , ft M111 Ch 21 f t1 P·.lpha Frctn L055 ft· C::.ELoss 1ft n Val St-3. n '..'al 1 .•:•€ ~77 .54 Lengths : Left Char.r,el Flight (•. (1•)1::. <j 5 857 (•·:· :;: 4 9. (",s 1. :9 . (;1) 233C4 . - 11...,. £: 2; 1 £5 1 :,1) t) 1)! 1.12 121. ·I 225. '6 :"!t . r;-•. ~! ~ . Pea.::.:r. Len. ( fti f10··1 .=-.r-:::s · s:i. ft .:..rea .:q fr: fl 0".tl '·; f s Top i·i1dth ; ft .:..vg . "./el if r:; s Hydr. ['epth l ft Ccnv. •cfs/ :'1::!tted P;;;r-. (ft· Shear :.ib/sq ft Str.eom Po;-1er '.lb; it ::: ; Cum Volume 1acr"'-ft1 Cum s.r.. I.acres/ Coeff Contr. •).l"• 1. 1: 3:4 ,..i:;: 4 5 ... i1:, . .:.1 1. !'· 3.: ~ 1:;: ~-::1-=: l!S . ·-'. •'.::.:. Expan . .3 Chanr.~l ll•(•.!, 1•:":'.i·l 2 6.J . 1 ,_ !'·"'·" Fl ~ht ·:.c .:·.1· l;. 0:•. ~ 4 l 7 ·~. f .J J::..l .i __ 1 ! :: . 5.J !le.Cl ·.i::. '.' . 1 ~:. i. 9S \·Jarn1n;t: The conveyance ratio (upstream conve~1ance divided by dovm.stream conveyance· is les::: than 1·1.1 or ;ireater than l . .J This may· indicate the 11eed for additional cro.ss sections. CROSS SECTI(Jll RIVER: Main Stem RE.C...CH: 1.1nnamed Tr ibu tar INPl_IT Description: Station Elevation Data Sta Elev Sta 03 .12 327 .93 369 .< 376 .27 388 .29 395. 66 411. 94 57 5 . 91 585.89 591 .35 609 . 1 627 .2 795. 98 312.6.J 7 .16 308.l 12i1 .75 294 .62 330.9? 295 .32 371 .56 296. 6 2 94 . 4 8 294 . 06 293 . 11 287 .06 285 .64 281.24 286.6 285 .17 292 . 42 376.44 389. 81 398 66 415.95 578.73 586.01 591 . 98 609 . 41 628 .01 87 5 Manning's n Values Sta n Val Sta .l 573 .38 Bank Sta: Left Right 573.38 608 .92 PS: 5165 num= Elev 312 4 304 . 8 294 .7 294 .83 296.79 294 .18 293.85 292 57 286 66 285.55 280.74 285.39 285.2 297 . 1 B 68 Sta 26. 63 132 .9 356. 24 3 7 3. 68 382. 19 394 . 4 5 406.37 n 7 . 36 585. 52 586. 91 592. ll 5 609. 4 8 643.58 92 0. 7 4 n Val Sta 06 608 .92 Elev 310. 2£ 3011. 1 295.35 294 . 34 295.66 293 28 293. 11 292.39 2&5.72 284 . 82 280 92 285 09 285 71 300. 1)5 n Val .1 Lengths: Left Channel 6.25 51.14 Sta 52 .89 136.89 357 .53 374 .13 383.87 394 .92 406.76 518. 55 585.68 589.32 608 7 623.3 655 . 14 Right 10. 71 Elev 309. 7 3 300. 89 295.3i1 29.J . 24 295.34 293.94 293.07 289 . 4 285.64 282.88 287.23 285. 15 285.91 Sta 57 .76 290. 73 35&. 09 375.83 386. 2 f, 395. 0·1 407 . 98 573.38 585.76 591 . 25 608. 92 626.83 759.34 Coeff Contr . .1 CROSS SECTION OUTPUT Profile ttl E.G. Elev (ft/ Vel Head I ft) N.S . Elev (ft) Crit i·/.S . !ft) E.G. Slope (ft/ft) Q Total (cfs) Top VJidth (ft l Vel Tctal lft/sl Max chl C•pth 1rt1 Conv . Total (cfs \ Length ~'1•d . lft1 Min Ch El (ft f·.lpha Frctn Loss (ft r r; E Loss ft CR8SS SECTiON RI»:ER: I-lain Stem RE.n.cH : l.lnnamed Tr1butar ltlPUT Description: Station Elevation Data Sta Elev Sta 0 304 .34 9 .59 84 .43 300.06 87 .21 139.48 297 .12 139 .66 234 .51 289.05 235 .86 272.37 284 .45 273.3 277.17 283.89 277.36 289.07 0. 10 288 97 0 .002727 857 . 00 189. 45 1 . 92 ., 2J 16412.0 30 . .J 6 280 .74 1 . 74 num= Elev 303 . 78 299 .84 297 .25 288 .86 284 .35 283 . 94 Element ~'lt . n-Val . Left OB 0 .10(1 Reach Len (ft 1 Flow Area (sq ft I Area (sq ft) Flow (cfs) Top Width (ft) .n.vg . Vel. (ft/s) Hydr . L1epth \ttl Conv . (cfsi t·letted Per . ift} Shear (lb·'sq ft) Stream Pov1er {lb/ft Si Cum Volume (acre-fl! Cum S.U. (acres) 53 Sta 20. 16 9q 66 183. 4 3 236 .67 274.7 277 .48 Elev 303. 09 299.57 294 .38 288.75 284 .22 283 .78 Sta 62. 31 136.29 199. 11 254 . 85 274 .79 278 .61 Elev 301 . 22 297 4 6 292 86 286. 19 284. 21 282.32 6 . 25 33 .5€ 33.5£ 22. 0' .J 3. (1(_1 0 6C I}. I':\ .J22 ~ 4 3. t 3 (I . 13 !j. 39 Sta OL . 75 13£.36 199. 36 268 .87 276.76 280. 19 Elev 309. 4 c: 293 82 295 34 296 .11 294 .87 294 .11 292 .99 287 . 41 285 .63 281 . 32 287 .32 285 . 1 7 290 84 Expan. 3 Channel 0. 06t) 51 .14 149 42 149.42 .J 76. !)(:. 35. 5-l 3. 19 4. 2U 911€.9 38. 6-l (.). 5£. 2 1 (I 8 . .;:.] 1. 5 I Elev 301. 18 297 . 4 5 292 .83 284 79 284 . 0 l 280.27 Right OB 0.100 10.71 262 .97 262 .91 358 .BB 110. 91 ]f 11:;:. 7 3 (1 .-l(• o. 5-l f 1 Main Stem -Proposed Conditions .93 .(!.2 (•. 9 . 4 . c . 5 • E .I 01). 7 € S:l . 19 85 .03 c 5 .16 9-;. 5- l~ann1r1~'s n ~alues num= C €. 4C 92 . ,- 9~. 94 C:.4. 99 3•:. ~] . 93 .03 . 3C:. 93 .7 2 .83 9 .€4 Si:a n ''al Sta n \:al Sta n ·'al .I .1 .2'7~.°'.'~~ .(•i :;:si2 .·:., E.G. Elev rft/ 'Jel tiead ft: ~·i .S . Ele·· ft r.;. r 1 t ~·i. S . r f 1: E.G. Sl:."'pe ft ir:1 •J To~al 1cfs TOJ=. ~Hdth 'ftJ '·,'~J To':.;.l ft.IS: Max Chl L'pth ~rt : Conv . Total !cf s · Length Wtd. 1ft} Min Ch El ift) Frctn Loss i ft\ C l E Loss If ti (1 .14 .2 ?8 . 84 11c:::.0(• 191. (14 .\1.;J B. 57 22171. ., C:.2 . c:.g 280 . .27 . 2ri .29 0 . •)3 El em~nt VJt . n-· 'al. IU9ht 53 .4€ Reach Len . 1ft 1 Flow .i:..r~a !sq ft .il.r ea !S=! ft ~ Flo;,·: · ...:fs Top iHdth 1.ft) A•;g. Vel . ! ft/Si Hydr . L'epth {ft Conv . ·cfs: Wetted Per . (ftJ Shear (lb/sq ft) Str-=-;:im Powi:r l lh/ft ~· Cum ~olume (acre -ft1 Cum S.r.. (acres) 5 . o;-. 11 29€. 47 )i)). (. .... 4 €.2 . ::".i Coef f C~n::r . .l Left ·)E. (1 1\)1:1 1 ;:•. 9€ ?,'";. 6'1 97 . i:'.·I 1,1(1 .1:•1 3&.-; < 1 . .J 3 Z.52 2(71.5 39. (17 I). 43 ft €1 0 . 81 (j . 39 (•.;$ 5 •(I .2 ':hann~l '9.L l ::: . c: 1 ! .25. i I 521 . ~;. i.; •. J". 4. 2-:· 6 . 95 1(11)"7.;J . 3 21 .55 1. (H) 4. ,2(1 li.(1(. 1. 51 s:;. i.i t 34 c: . ·~ 5 34£.: 5 ~94. ft: 14•). i - !.L 2. 4 ... 9~.25 .S· 140. 24 II . .J: ". 5.J .34 i·Jarn1r1g: The conve1ance ratio (upstream conveyance divided by downstream corneyance) is less than U.7 or greater t han 1.4 . This may indicate the need for additional c t oss sections. CP.OSS SECTION RIVER: Main Stem REACH: Unnamed Tr1butar It I Pl.IT Description: Station Elevation Data Sta Elev Sta 7J. 08 158.5; 2€.J . l 2"73 . 86 289. 58 395.46 622. 4 3 3(13 . t; 299 .7 294 . 5'3 285. (l l 281. 5 288 .35 287 .7€ 298 .72 18 .23 77 .37 !68.82 269. 61 277.45 292 .37 403 .47 62 9 . 8 3 RS: 5024 num= El ev 302.6 298 .04 291 . 12 284.82 281. ;9 288 .41 288.l 299 . 39 Manning 's n Values num= 38 Sta 71 . 76 124 . 82 197 .76 269 .93 281 . 74 296. 03 4 51 . 74 633 .93 Sta n Val Sta n Val Sta .l 269.61 .06 289.58 Elev 300 .21 293 .75 290 .09 284.8 281 . 49 288 .48 288 .83 299 .66 n Val .! Sta 72 .51 128 .73 213 .96 270 .03 285 .27 297 .66 454 .06 Elev 300. 15 296 .6 285.82 284 . 81 281. 4 8 288 .18 288 .87 Sta 72.61 148.52 239.96 270.38 287 .16 297.93 612. 03 Bank Sta : Left P.1ght Lengths: Left Channe l 269 .61 289 .58 43 .96 118.l Right 26.33 Coe ff Contr. .I CROSS SECTION OUTPUT Profile Ul E :G. Ele•; rft / Vel Head (ftl W.S . Ele·: (ft ) Cr1r \'.1 .S . (ft) E.G. Slope (ft/ft) Q T' tal ICfS) Toi--i·lldth I ft) ·:ot 7c~al ,L o, Max Ch l [1µ1 h I fl Con·'. Total (cfs, Le111u-, Vli~d. fftJ M11i h El ft: .:..lrlio fr--:n L•->ss ft: c ;, E Loss 1 ft 288 .66 0 . 47 £88 . 19 o. 009598 1162.00 196. 52 J .JG 6 . 71 lld60 .6 d3 . ..'1.2 221.48 . 91 (1 .f l 0 .01 Element Wt. n-Val . Reach Len . (ft ) Flow Area fsq ftl Area (sq ft) flow (cfs) Top i·Hdth i ft) Hjdt . [•epth ( (t l Con·1 . (cfs) Vletted Per . lftl Shear lb/sq ft St ream Pm·:er (lt./fr s) Cum Volumi: (acre-ft Cum s;. .. iacres) Warning: Divided flow computed for this cross-section . CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar INPUT Description : Station Elevation Sta Elev 0 306.76 110.48 297 .21 17;_33 291.19 Data Sta 41. 77 162.51 175.34 RS: 4906 num= Elev 304 . 03 294.75 289.32 44 Sta 83 .93 172 .28 179 .67 Elev 301 294.97 281.34 Sta 102 . 72 173 . 22 181. 91 Elev 300 . 17 293 .22 2el . 22 Left OB 0. 100 43 . 96 157 .73 157 .73 414 . 73 64 .65 "".CJ 2 . 44 4233 .2 '34 . ;;,2 I. 45 3 .82 ."8 1). 37 Sta 109.63 174 .19 184. 72 Elev 299. 88 295. 34 285. 81 284. 51 284 .49 288 . 18 298 .27 Ex pan . .3 Channel 0 . 060 119 .1 (1 111 . 33 111. 33 "J J4 . £8 19.87 C. C(· 5. f..O "l.J9&. g 24. f;;:' .... ~9 I'. -; .... 82 . 4" Elev 299. 61 291. 4 4 281. 06 RiJht OB 1). l OL• 28 .33 4:4 . 1(1 24 . l •) 12.59 112. 00 & • ~ 11 .01 .!· .>I .JO Main Stem -Proposed Conditions 188 . 91 195 81 199.f 262 . ., 3 351. 14 5l(J. S-9 2.1). 8). 83 . 85 . 87 . 89. 19 . lB 19 . 93 2·:· . ;7 33 . 9i 35 . 9- , 3 . 1 c . l i 93. = l . (. 196. .39 . 9 20L 5 .l :;4(J.-l.2 94 35Z .5-! ; s c-.: s· .... ~ . 71 3.9 .32 194. 3 ! l 9C . 7 2 •)I. s ~ 34 3. -1 -! 3-l . 11 Manning's n './alues num= Sta n '.,"al .Sta 1, ··al .Std !1 '.'ei l 1 1 -· ~· . ~-! ' ; 1 C: ~ . ·:· S· B.:tnl: Sta: Left 17!::. 34 CROSS SECTI(.1N )l_iTP_1T f-rof1lE o:l E.G. Ele•; ift 'lel Head i ft \V . S El E'-' ~ f i: cr1t t·~.s iftl E.G. Slope ·ft fr Q Total (c.:fs) Top Width (ft· i 1,:~ " · 2•:•0 . "1 E, ~m1;1,t ~-; t . n-".-' .:i l P1 ?:.':. c €. -: Pea..:.:~, L~r.. ft: Flo-,: .:·.r<:a ~q [1_ .r..rec: · 5q ft Flo·.1 .c:f s1 Tcr ;.>iidtr, t ft 1 .r..vg '·.:t?l f Us Hydr . [1eptt. 1ft Conv . (Cfs·· ~·letted Per. 1 ft .(14 -' 1 .9~ c . 4 5 .76 8 . 1J9 r·?ntr . .l Left •)5 Vel Total (ft;s1 Max Chl [1pth ! ft Cor.v . Total ·cfs Length Wtd . (ft Min Ch El {ft~ Alpha Frctn Loss (ft; C & E Loss (ft 1 2t-1). &3 Shear \lb/sq ft) Stream Power (lb/ft Si Cum Volume (acre-ft) Cum S.ll.. {acres1 (J . 70 I) J..J Warning : Divided flow computed for this cross-sect ion. CPOSS SECT I ON RIVER: Main Stem REACH : llnnamed Tributar INPIJT Description: Station Elevation Data Sta Elev Sta 0 307 99 55 .83 100 09 282 .66 101.45 105 .5·1 280.9 111 .89 129.49 283 .95 166 .BJ 261 .59 287 65 265 292 .67 287 .59 296 .61 417 .59 289.16 455 .88 RS : 4 818 numo:o Elev 304 . 53 281 . 39 281 . 29 283 .73 287 .79 287 78 289 .78 Manning's n Values num~ 34 S t a 62. 04 102. 1 B 121.25 205.41 286 297 .24 568 .56 Elev 304. 18 280.89 283.95 285.32 288 .13 287 79 296 .54 Sta 78.08 102.25 121 . 4 205. 91 290.72 297.53 635. 07 Sta n Val Sta n Val Sta n Val 1 0 .1 100.09 .06 121 25 Bank Sta : Left Ri ght 100 .09 121 .25 Lengths: Left Channel 125.39 102.68 Right 35. 84 CROSS SECTION OUTPUT Profile ff l E.G. Elev (ft) Ve! Head I f t) w.s. Elev (ft) crit 1~.s . tftl E.G. Slope (ft/ft) Q Total {cfs} Top Width (ft) 287.74 0. l 9 287.55 (I. 0(1)69--J 1162. •)0 212.09 .39 19119.5 72 . 15 Element Wt . n-Val Reach Len. (ft) Flow Area (sq ft J .n...rea (sq ft) Flo•..i (cfs) Top Width (ft) J>.vg . Vel ( ft/s) H'/dr L•epth trt1 Con·1 . tcfsJ Wetted Per. 1ft1 Elev 303 . 16 280 89 283 .99 285.34 287 .49 287 .79 299.43 Sta 79.87 105. 15 121 .73 259.75 291.47 373.69 Coeff Con tr. . l Le ft OB 0 .100 125.39 12.85 12.85 17.10 5 25 1. 33 2. 4" './el Total (ft/s~ Max Chl Dpth (tti Con'!. Total (cfs1 Length iVtd. {ft) Min Ch El (ft/ .;Ipha f'rctn Loss ! ft) C & E Loss 1ft1 28(1. BB 2 . 11 (J . 35 0 . ·Jl Shear (lb/sq ftj Stream Power 'lb/ft s) Cum Volume acre-ft_, Cum SA (acrEs, 281 .4 7. 1 £ u -l l (I 55 !) . 69 (l . 3..J Warning: Divided flow computed for th1s cross-section. moss SECT ION RIVER: Ma in Stem REACH: Unnamed Tributar INPUT Descr i pt i on : Station Elevation Sta Elev 0 302.46 41.76 300.19 50 .79 279.88 61.73 281.94 Data Sta 29. 4 43 93 51.56 62.56 RS : --1716 num= Elev 300. 4 4 294 .7 279.86 282.08 36 Sta 31 . 06 4 (. 54 54 . 8 70. 13 Elev 300. 3 3 288 .0S 279.76 283. 4 3 Sta 31 . 77 48 .28 54 .87 71 . 12 Ele·J 300. 32 283.7 280 . 13 283 .66 Sta 32 .39 49 . 77 54 .99 71 .6 . ~· .c .9 Channel (1 . (•Ci) 119 . s: 119 .52 1:19 .36 21 .89 5 . 16 5 . 4 6 (: 128 . ~ .:.'V . 2 6 .65 8 .55 51 42 El ev 301. 4 9 280 .88 283 .99 287 .57 287 .53 287 .29 Expan . .3 Channel 0 060 102. 68 121. 75 121. 75 569.93 21 16 .68 j . I j 9377 .6 22 . 20 26 5 .92 .27 .37 Elev 300 .31 279 .91 280 .74 283 .45 ?i~ht )E ···.] 54:. 182 . 1. 1 . '121 . 162 11 57 . 08 21 1)9 Right OB 0. 100 35.84 351 . 08 351 .08 574 . 97 185.68 . 64 ·"" 9460.5 18~.7~ 0 .4 4 t)."""l 2.E 1. (16 Main Stem -Proposed Conditions 73.99 283 .45 75,95 31 .81 2S7 .82 ~35 .91 42 .36 287 .55 3(•9,1 00.39 3•j0 , 18 83.5 136.73 7.2' 239.11 61 . l 3;3_95 85. 8i. ~9. I 6€. I - 241. (1.:J 4 •jS. ~1: €. 1 19(· . 52 242 . . 4 6 4-9. Manr.ing ' s n Values num"' Sta n "/al .! Bani: Sta: i..::ft <'. 2' Sta 4;. 2i Right "7(1. 1:: n '/al Sta 70. 13 Lengttis: Left Cha11nel i-.-~ ic:~.t- E1gi1t_ l'. ':c-:f f ,_;or.tr . .I <..:RC.SS SECTi:)!l ,:_.1.rTPIJT f-roflle n E.G. Eli:·· 1 ft: 1/el H.:::ad ft i i!. S. El e·~· t ft C:r it ~·:. S . ft E.G. SlOE=e ·_ft/ft ~·Total 1('"f51 Top Width ft) Vel Tctal i tt/si Maz Chl C'pth t ft J Conv Total .cfs; Length i-Jtd. (fti Min Ch El ft) fa.lpha Frctn Loss (ft l C r. E Loss (ft) CROSS SECTDH RIVER: Main Stem RE.!\CH : Unnamed Tr ibut.ar INPUT Description : Station Elevation Sta Elev 0 302 .55 61.62 297.J 19'8 .32 285.-14 239 .2 283 246.47 282 .63 260.88 279.17 265.28 278 .39 268.12 279 .09 269 .2 277 .99 276.75 285 .75 336.62 286.76 652 .11 300.8 !1anning's n Values Data Sta . 26 62 .76 227 .96 241 .65 250 . 4 3 261 . 4 9 265.72 268 . I 9 269 .36 278.44 427 .48 Sta n Val Sta 0 . I 24 6 . 11 Bank Sta : Left Right 246 .11 273 .12 '.'. 32 (•. 1)(1(:£79 11 f2 . (11) 1-12. 32 3. I 8 14 18.5 (i. 70 9 7£. . (15 (I . 93 I). (12 RS o 4547 Elev 302 . 53 296 . 98 283 .67 282 .85 28 I. 67 279 .06 278 .31 278 .08 277 .98 285 .67 290 .67 num= n Val . 06 El'?;mi::nt ~-/!_. r:-"v" a 1 . Reach Len. ~ft Flo·.-: . .:.rec. 'sq ft .Ii.rea S.'.:1 ft. Flo1·: r.:;f ~: Top Width ! ft) J-.vg. Vel. ffr_/.s1 H~·dr. [•erth {ft Conv. tci.-5) Wet ~d P~r . (ft Shear (lb/sq ft' Stream Power 1lb1 ft.:, Cum Volume !acre-ft Cum Sl·. tacres 56 Sta 29.56 65.9 235.97 244.75 255.2 262.24 265.84 268.31 269.7 308 . I 448.27 Sta 273 .12 Elev 3t)0. 52 2 96. 64 283. I 9 282.67 280.53 278.92 27B.3 278.07 278.54 286.23 291 . 06 n Val .1 Sta 29.9 116. 61 237 . £.f. 244 .95 255.73 263 . 4 3 267 .04 268 .65 273 . 12 309 .77 500 . 4 6 Elev 300 . 52 293.3 2B3 . 12 282 .66 280.4 78 . 71 78 . 19 78 .04 84.25 86 .27 94 . 24 fr: ·)8 .!·.•· -7~ : . ;:., 1. 9C: l. 3~ 1. c:- :-1 . (• :J .f(I .20 IJ . 23 !J. t7 •). 33 Sta 32.61 173. 21 238.69 24 6. I I 257. 4 6 264.42 267 .6 269. 12 274 . 09 331 . 32 651. 23 Lengths : Left Channel 42 .17 91.47 Right 4 6 . 4 5 Coeff Contr . .1 CROSS SECTION OIJTPUT Profile Hl E .G. Elev lftl "./el Head !ft) 1;.s. Elev lftJ Crit W.S . (ftl E .G. Slope !ft/ft) Q Total (cfs) Top Widlh (ft) V<>l T'"'t~l lft l c::I Max Chl [-pth t ft) Con'l . Total lcfs) Length i·Jtd. tft) Min Ch El ft; Alpha Fr ctn L,_,_,5 r ft l c -. E Loss 1 it J 286 . 41 0 .56 285.85 0.008188 1162 00 92 .74 4 iA -. . 87 12 l41 . ' 78 . 02 277 .98 1. 59 II . 5~ ). (JO Element Nt. n-Val . P.each Len . (ft I Flow ."'.rea (sq ftl P..rea (sq ft) Flow (cfs) Top 1;1dth I ft I n_-''J. UoJ . I ft-/5 I Hydr. Depth ft) Conv. lcfs) Wetted Per. (ft l Shear (lb/sq ft) Stream Power 1 lb/fl s1 Cum "'olume tacre-ftl Cum S."'. acres} Warning: Divided flow computed for this cross-section . CROSS SECTION RJVEB : Main Stem RE.Ii.CH : Unnamed Tributar INPUT Description: Station Elevation Sta El ev 0 301. 92 132.81 292.41 205.62 284 .14 Data Sta 14 . 21 139. 29 206. 27 RS o ·1456 num= Elev 300. 94 291 .83 284 . I 3 49 Sta 23.61 201.88 208.38 Elev 299.93 284.31 284 .09 Sta 129 .52 204 .25 208 .83 Elev 292 .7 284 .18 284 .07 Left OB 0 .100 42. 17 88.39 88.39 170. 67 51 . 25 1 . o: I. 72 1886. 2 51 . 36 lf. 88 I. 70 0. 65 0. 32 Sta 131.85 204. 71 210.66 7 . 1: ., . 54 c. (•l E:xpa!.. '...:han!1el (1 _1·+c-.r, 1 c: ~ . ( - l .;:(•. ~-i· 12.:1. ~c: £27 . -1 21 . ': 5 5. i(t 5.52 S4 l 5. (• 25.4, 1. ~7 1 !. :5 £. 9B 1. 32 El ev 300. 19 288 .4 2B3.03 282 .63 2i9.99 278 .54 278 . I 4 278 285.86 286.67 300. 7 2 Expan. .3 Channel 0 . 060 9 1. 4 7 152 .80 152 .80 990 . 44 27 .01 5 .66 109~5.6 31 . (If; 2 . 51 10.30 c; .. 45 1. 23 Elev 292 . 4 9 284 . 15 283. 97 Pight 1:·0 , ••. J. i-:-.;:-c- :42.41 :.1:. 41 472."" 119. 14 1.. 95 2, 1)3 :,779. 5 119 .. 2- 1). 8 5 I . €5 1. 92 0 . 94 Right OB 0 . JOO 46.45 1 .96 l . 90 0 .89 I 4 . 48 0 .1c. 0 . 14 9.9 15.39 0 . 07 0. 03 1. 87 0 . 91 Main Stem -Proposed Conditions 252 .0~ 27'3 .48 291 . 38 29€. 17 29&. 64 3•JC!. 93 41)9 . 9C: 28 . ., .. 27 . () 27 . 3 28 c: 28 . 7 29 . 3 27(t. 12 281.19 292 .23 29C:. 55 30(1 c: 314 . 11 f2 .29 81. 34 77 .91 ;7. 31 81 . 72 83.Jf 92 . 72 Manning's n Values num= 274 . 1)€ 286.45 294 . 4 5 297 .4 30fJ.81 359. 18 609. 11 Sta ·.'al Sta n ·.-·a 1 Sta .1 :d .1;. •)C: 29~.C:4 282 .49 278 . 71 277 6 279 . 81 281 . 73 288 .93 300 . 99 n ·;al .1 21 .15 282 f_"'i 2'3 . c:c 2"78 . 4 29 .79 277 .42 29 .45 279 .% 3•) .l' 2Sl .7C 39 . "7{) 29(• . .:.9 1). 4 301. €5 278 . I 23&.92 29£.. 05 2 97 . 94 3fJ•.as 404 . ::18 Ban~: Sta: Left Right Ler.gths : Left Channel 2:~1.19 :97 .€4 19. 2 54 13 R tqht: .::.:; . .J: Coeff Ccntr . .1 CROSS SECTION •)l.1TPT.1T Prcfile tt l E.G. Eli?v ft 'lei Head \ft· \~.s . Ele·1 (ft Cr1t ~JS . {ftt E.G. Slope 'ft/ft , Q Total ~cfs Top Width (ft; Vel Total (ft/~; Max Ch 1 [•pth \ft:~ Conv. Total !c:fs) Length 1Jtd . tfti Min Ch El (ft) .~lpha Frctn Loss (ft, Cl E Loss (ft) CROSS SECTION RI VER: Main Stem REACH : Unnamed Tributar INPIJT Description: Station Elevation Sta Elev 0 301.95 140. 35 292 09 2(17 . 73 284 36 275. 74 282. 48 285.24 282.21 294 .5 279.64 305.8 277 .4 315 . 7 285.06 319.36 289.2 581.02 301 .79 Manning 's n Values Data Sta 9 . 29 202. 61 209. 07 278. 1 7 286.57 300. 93 306. 22 316.73 366.9 Sta n Val Sta 0 1 288.48 Ban~ Sta: Left Right 288.48 318.93 :·:-s 3(> 1J . ~5 =~5 .45 1102 . 0(1 13:.i. 5-: 3 . 18 s. 14 l <1844 . B 45 .70 277 . 31 .26 (I . 32 0 . 01 RS ' 4401 num= Elev 301 . 31 284 .58 284. 34 282 .42 282 13 277 54 277 .42 286 .37 291 .69 num= :t:lement ~>St . n-'./al . ?eac.:h Len . ft.· Flow P.rea !sq ft .r..rea (sq fti Flow (cfs) Top Width lft Avg . Vel. (ft 1s. Hydr. Depth {ft Conv. (cfsi Wetted Per. (ft) Shear (lb/sq ftJ Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres; 46 Sta 12. 7.J 205. 85 210.64 2 81. 63 286. 77 301 .66 306.3 317.65 374.85 Elev 301.06 284 .39 284 .25 282 . 32 282 .03 277 . 3 277 . 42 287 .55 292 . 12 Sta 15 .99 206 .Jl 211. 1 234 .53 286.9 301 .73 306 . 91 318 .28 450 . 82 Elev 300 .75 284 .39 284 .23 282 .25 282 . 13 277 .28 277 . 4 5 288 35 295. 1 n Val Sta n Val .1 .06 318.93 L~ ft •)E .:•.l•.":' 19. 21"• l~C ~5 Ho . ;s 354 . 54 ;o . 77 I . 9(1 ? . l(• ..j 529. 3 09 . 2(1 O . B(1 I . 52 0 . 52 0 . 25 Sta 13-1 . 32 207 . 2 3 211.73 284 .6 288 . 4 8 301 . 87 310 . 78 318 .93 518 . (II Lengths: Left Channel Right 16.75 112 .36 159.24 Coeff Contr. .1 CROSS SECTION OUTPUT Profile ttl E.G . Elev (ftl Vel Head (ft) \·J.S Elev (ft) Cr1t W.S . (ft1 E.G. Slope (ft/ft) Q Total (cfs) Top 1·~1dth \rt 1 Vel Total (ft/ s Max Chl Dpth lft' Conv. Total lets' L~ngth ~'1td . {ft f.1111 Ch El (fti i'.lpha frrtn Loss (ft 1 c & E Loss (ftl 285 .47 O.SO 28.J . 97 0.007751 1235 .00 110 . 4 . 14 7 . '4 l 4(1f 1 . 9 96 96 2-:-'.23 B9 (•. ~9 n. (1£ Element i-Jt . n-Val . Reach Len. (ft) Flow .n.rea (sq ft) P..rea (sq f t) Flow (cfsl lop W1d t h \ttl Avg . Ve l {ft/s Hydr. Depth If: Conv. (cfs) VJetted Per . If': Shear ! lb/sq ft Stream Power 1 lb ft s) Cum '!olume 'a,_::r.:;-ftl Cum s.n. (acres Left OB 0 . JOO 16 .75 14 4 . 78 14 4 . 78 261 .45 d~. u"i l. 81 l . 63 2969 7 ~9 .2S 0. 'B 1. 42 .... 4 5 0 . 21 .c . 3 .3 .3 . 5,;. . (If t:zpan. S·i I 3 111 114 c:::·9. l <:1 17 4 ~ 00 6.5& (-.8•)3 4 21 1(1 (Ji) 12. 4 9 0 . 17 1. 18 Elev 292 .31 284 .37 284 . 19 282 24 ZBl . 62 277 .23 278 .81 289 . 1 7 298 1 B Expan . . 3 Channel (l 061) 112.36 154. OS 154.05 976.55 .i I . 15 o.34 5. C·' 11 ll92 . 3 31 . (17 2 . 40 15 21 6. 00 1.15 Ft 1t.r: ':C .l('(' .:: ~· . 4:. 0::·4. r; ~ .::-~ . r; ~, ! l ~. 3; 32 .35 1. 83 1. 99 1512. 2 32 .58 1). 7£ I. 39 .&3 (1 . 88 Right OB 159. 24 1 . 78 o. 86 Warning: The con·:eyance ratio (upstream convey·ance cllvided by downstream conveyance) is less t han 0 7 or greater than 1.4 . This may indicate the n~ed for additional cross sections CROSS SECTION RIVER: Main Stem REACH : Unnamed Tributar INPUT Description : Station Elevation Sta Elev 0 301 .93 Data Sta 12 .75 RS o 4289 num= Elev 300. 98 69 Sta 30. l Elev 299.31 Sta 136.06 Elev 291 32 Sta 167. 16 Elev 290.02 Main Stem -Proposed Conditions 21)4 . 54 212 .89 255 30 302 . 51 32 5 . oi:: 341 . ~~ 34 '.:. €2 353 . (•9 3f'.: . .! (; 5~1 .3 54'1 . "i 51 ... : 3 ~9-50 85 . (,7 85 . OS 83 .93 82 . 15 78 .60 7€. 92 76 6- 6(1 96 if.I. 61 Stl . 5St 94 .53 9-:'.. 1 € 21)";. 68 213 . 14 25€.47 318 .21 32"';. (19 342. 5 344.21 354. ft: 3"7£. 11 s: 9. 3:: 54 -J . 43 --. 42 2i:·5 . 31 285 .0S 2B3.9 282 . 16 2"';8 .55 276 . -;i:; 27€. c: 1 2C.2 . 13 2t 5 . <l 5 291 . 93 294 54 291. (!l "I(',-24 210 .74 214 .13 268 .58 319 . 96 329 .5 342 94 344 .32 3fl .5f 37C:.34 544 .54 591 i:;-. 61 c:.. 31 !~annin~'s ~ ~·alues num= St.a n ·1.al Sta n ·;al Sta .l 31:.21 .(•€: 354 .C~ 85. 14 85. 0 4 83.2 4 79.3d 18 .26 ~ f. 74 27 f. (. 2&7 .2 285.47 2 ~=. 3 5 294 .54 297 . •)€ 29-:. n './al .1 212 .26 214 . (. 292 . 2€: 320 .38 332 .35 34 3. ~ 34 c;. 51 3€2 . 1 € 392 . '' 531.'. ':.I 5'.::1 . 1.:- E 17. 3 &5.06 85 . (ll 82 .29 79 .33 7-: 93 76 .1 1 76.31 ~I .ES ".'.(;. 9S.9:: 9-. ,,, ".'c.-. ~: 12 .57 1;,94 99 . 88 323.7 338 .95 343 .55 34 6. E 363 . 11 5;(11 . 99 5:; 1 . C·2 ~95 . 1 Ean): ~~~a: Left Ri~ht .-1.:..::1 :5C-!.c.:. Len!Jths Left C'.lar.nel 19.35 ol.'S R i-;1".t 12 . 3i Coef f C:ontr .l CRCSS SECTl(•N •JIJT~T.JT Profile ::: 1 E.G. Ele'J (ft Ve 1 Head (ft:) i·l .S . Elev (ft Crit W.S. tft) E.G. Slope (ft/ft\ Q Total (cfs) Top \·J1dth (ft ) Vel Total (ft/s) Max Chl Dpth (ft) Conv . Total (cfs) Length Wtd. t ft) Min Ch El lftl Alpha Fr ctn Loss (ft ) C & E Loss (ft) 284 92 (1 31 2.:;~.Cl (J . ()1)3526 1238.00 131. 10 3.42 8.27 20847.9 73.34 276.34 1. 71 0. 4 8 .06 Element Wt . n-·./al . Reach Len (ft) Flow Area (Sq fti Area tsq ftl Flow (cfs) Top Width (ft) .r..vg . "v'el. ( ft/s/ Hydr. Depth (ft} Conv. (cfs} Wetted Per . (ft) Shear ilb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ftl Cum S.i\. (acres) Left 08 (t lflO 19 38 12 6. 74 L~6 74 139. 16 91 26 .10 1 . 39 2343 .5 91. 31 (I . 31 0 .34 0 .39 0 . 18 . (16 .83 . 24 94 .15 7 6 . €8 -c. 34 -. C:3 91 . 72 92 . (;' 9€-. 1)f £,.:pan. Channel l). 06(• 61 . 7:j 231. 39 231 .39 1095. 15 36.47 4.73 6 .34 18442 .3 40.08 . 27 . 02 5 .51 . 07 Pight OE !) . 1 (11) 13. 3€:· 16 .lS 3.69 3.37 I). 88 .24 62 .2 4 . 19 (1• 22 (!. 19 1 .1 6 0 .65 Main Stem -Proposed Conditions \Varning: The velocity head has changed b•/ more than 0.5 ft {0 .15 m). This may indicate the need for addi tional cross sections. Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION RIVER : Main Stem PEACH: Unnamed Tri butar INPUT Description: Station Elevation Sta Elev 0 301.87 218 . 76 286 .31 221.84 282 .91 229 .38 276 .65 238 .19 279 .37 250 .05 280 .28 255 18 280 . 59 321 .8 284 .22 466 (J9 290 .56 499 .38 293 .08 547.45 296 o56.U5 296 .26 Data Sta 12 .97 219 .48 222 .87 232 .45 238 .51 250.41 2S7 .51 322.3 477.5 500 . 81 548. 32 563 .26 RS: 4207 Elev 300.89 286 .33 281 .42 276 . 7 279 51 280 28 280 .77 284 . 05 290 . 4 7 293 .29 296 .07 296 .29 Ma rrn1ng 's n Values num= 60 Sta 52 . 97 220.08 226. 19 235. 14 239 .9 2Sl .51 2 59. 94 323 .68 486.56 501 . 48 551 .19 572 .42 Sta n Val Sta n Val Sta .1 ??? ~7 n~ ?Sn.Ji Elev 297.04 285.46 276 .6 277.95 280. 16 280.29 280.97 283.84 290.86 293.39 296 .1 296.62 n Val I Sta 140 . 93 220. 49 228.48 237 . 4 3 241. 73 252 .53 313.55 338 . 77 487 .83 503. 12 554 2< 576. 49 Elev 290 .03 284 .87 276 .63 279 .02 280 . 18 280 .38 285 .27 284 .69 291 . 41 293 .63 296 296.81 Sta 217 .84 220.85 228 .89 237.5 242 .26 253 . 13 31 7 . 62 464 .96 494 .35 534 . 41 554 .35 592 .26 Bani': Sta: Left Right 222 9; 250 41 Lengths· Left Channel 59.B.i 101.22 Ri9ht 16. 02 Coef f Contr 1 CP')SS SECTION Ol_ITP!_!T Profile ffl E.G . Ele•; !ft) •:el Head (ft) ~J.S . Elev (ft) Cr1t VJ .S . (ftl E.G. Slope (ft/ft) Q Total {c(s) Top VHdth (ft) Vel Total ift/s) Max Chl Dpth lft) Conv. Total (cfs) Length \Vtd. (ft) Min Ch El I ft) Alpha Frctn Loss (ft) c & E Loss (ftl 224 .38 0 . 92 283 .45 0.016546 1238 .00 69. 44 o .32 o .85 9624.3 95 .23 276 .60 . 49 .44 . 07 Element Wt . n-Val. Reach Len. (ft Flow Area (sq ft\ P..rea (sq ft) Flow (cfs) Top Width lftJ Jl.vg . Vel. lft/sl Hydr . Depth I ft I Conv. (cfs) ~·Jetted Per . (ft) Shear (l b/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB u. l 00 59.8.i 1. 43 . 4 3 . 90 .41 .33 .02 14. 7 47 0.60 0. 79 0. 37 0 . 16 Elev 286. 41 284 .34 27 6. 64 279.05 280. 19 280.42 285. 59 290.56 292 .36 295. 19 296. 27 297 .58 Expan . .3 Channel . 060 l 01 . 22 128.72 128.7? 1062.98 27. 54 8. 26 .67 8263 .7 30. 84 .31 35.61 5. 17 . 01 Ri,Jht OB •). 100 16 02 65 .72 65.72 1 7 3.13 41). 49 2. 63 1. 62 134 5 . 9 40.62 1. 67 . 40 .77 . 85 \·Jarning: The energy loss was gr eater than 1 .0 ft (0 .3 ml . between the current and p revious cross section. This may indicate the need for additional cross sections. CP(;SS SECTION Rl'/EH: !·lain Stem HEl·.CH: t_lnnamed Tri but a r IHP1•1T Sto El~.. Si: Ele·; S:::a Ele\· Si:a Elev Sta >•i ~·l 1-.-; 3•:0(i.-=f 1:0 .9~ .2':11 .5C 143.::.' :o,·1 ;-; 1€.9 .~-'. :~l --:-.j :_-3 .1 22~ }~~.6~ 2S4.4.2 ~B8 . 2~9 .1 5 48& ... 49(1 . 32 :.: •)3. 5 ~- ~12.C•"-'.' :S:•:O .!C :25 .: ·.~J::'. ···1 -1 4 ~92 ._~ ~'.::9 . .,1 ~<3 .sc. =~-1 ~.:-"7 .~~ ::.~·-1 (2 c,-::;. -;:,. 294 C4 s-c .:i c,,~ o:;1c. ... 1~1 296 . - Mannin!I' s n '/a 1 ues ~1Um'"" Sta Bani: Sta: Le ft P ight 273.18 38f.09 !i '·,'a 1 S ':a 1)6 2 ::.£. C9 n '/Ql .I Len9i:hs: Left Channel 41 3C: Pight 34 CR•JSS SECTlOl>J OUTPUT Profile iD E .G. Elev (ft i '!el Head (ft') V/.S . Elev {ft1 Crit W.S . \ftr E.G. Slope (ft/ft 1 Q Total (cfs) Top Width (ft) Vel Total (ft /s) Max Chl Dpth (ft ) Conv. Total (cf s) Length \\ltd. (ft) t-lln Ch El (f t) .~lpha Frctn Loss \ft ) C & E Loss (ft) 282.87 IJ . 7(J 282 . 17 1). Ol 3t-61 1238 . 0(1 51 21 6 . 7(1 6 .68 10515.3 36. 0(1 275.49 l . 00 0 . 14 l).11 Element ::n . n-Val . He a ch Len . (ft) Flow Area (sq ft) F-.rea (sq ft) flow (cfsl Top Width (ft) A·.;g . Vel. (ft /s) Hydr . Depth (ft) Conv (cfs) \·Jetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume \acre-ft) Cum s.n. (acres) . o,-, s 12 . ~.:.. ..., r. ') s:-1 .-. 1 Coeff Contr .l Lef t oe 41 . 00 0 .36 0 . 16 le•J . c.1 9 .l B . (•9 91 .:.. s. c:. Ex pan . 3 Channe l 0. 060 36. 00 184 80 184 80 1238 00 51. 2 1 E. 70 3. 61 10515 . 3 53 .06 3. 01 20 19 4.80 o. 92 Right 08 34. 00 I . 75 0 . 84 Warning : The conve:.1ance ratio (upstream conveyance divided by dovmstream c:onveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for add1t1onal c ross sections . CROSS SECTION RIVER: Main Stem REP.CH : Unnamed Tributar INPUT Description : Station Elevation Data Sta Elev St a 0 305 16 196 288 261 353 275.43 373 463 290 544 Manning 's n Values Sta n \fal l Sta 295.J RS : 4(16£. num"" Elev 304 286 262 294 num= n Val . 05 19 Sta 56 295.3 379 E-31 Sta :)79 Elev 300 264 284 298 n Val .l Sta l OB 321 433 673 Elev 296 27 s. 4 3 286 300 Sta 164 341 4 58 &ank Sta: Left 295 .3 Inei fert1ve Flew Sta L Sta P Lengths: Left Channe l R1ght 47 Coeff Ccntr. . 3 t) 31 c ;:: 35--.:. num= Ele·: Perma nent F CP:iss SECTltAJ (;!JTf-t_IT Profile ?1 E.G. Ele·.; !ft· ·1el Head (ft ~·J .S . Elev ft Cr l t \•l . S If t , E.G. Slope rf.t/fr1 Q Total (cfs) Top \'ildth (ft) Vel Total (ft/sl Max Chl Dpth (ft ) Conv Total (cfs) Length Oltd. lftl Min Ch El (ftl ~.lpha Fr ctn Loss (ft) c & E Loss l ftl 2~2 ' fl (I. 32 2bZ. 3(1 218 .64 t"I . 001 d4-;' 12 38 . Or) 73 . 48 4.50 .87 288(18 . 5 47 .00 27 s 4 3 I . 00 .is 41 Element -1-n . n-Val Peach Len. (ft) Flo; .. i Area (sq ft .c..rea 1sq Lt:· Flo1;1 (cfs) Top Width (ft) .n.vg. Vel. tft/sl Hydr . Depth rftJ Conv . {cfs) \·Jetted Per . tft; Shear ilb/sq ft ) Stream Pm-1er (lb/ft s) Cum Volume (acre-ftl Cum SA (acres) Left ·:ie --lb . J(' 0 .36 0 . 16 Elev 290 275.43 288 Expan . . 5 Channel (1• 050 47 .00 274 81 3€?. 20 1238. 00 7J . 48 4. so 6. 70 26808 .S 41. 48 0.76 44 4.58 0. 87 --i-. (•(J I . 75 0 .84 Main Stem -Proposed Conditions CUL\!ERT RIVER: Main Stem RE.i:.CH: 1.lnnamed Tr ibutar INFl.'T [1es-:.:r1pr:ion: ~istance from ~pstr~arn XS ~eck/koadwa1 Widtt, 3- :;·1e1r Ccefficient :...c Upstream ~ecJ:/Roaci~a; Coordinate8 num= 4 Sta ~l Cord Le. Cord Std Hi l t:3 ?9,:• :9• 1<, 29·) :9f1 11pstrea:1 Bridge Cr:::ts Section L.:ir.a Staticn Elevai:1on ['.;:.ta num= S':.ci Elev St:a Ele" 3(.l5 I' 7'·:04 Cc rd Lo Cord Sr:~ H1 Cord Lo Cord ?~ C: 2-: 41-?~9 ?IS b Sta f:le'· :: t~ El J Sta El v Si 2(•(• 1 c.i '·' I 9t: ?C? _£) :;:::.c:. :;: 9S. 3 2<4 ,-5. 34 I .:.-;s.. ::s; 21 s. ~3 373 ~ '.>.? 4S3 29(! 544 :94 Manning's n Values num= Sta n Val Sta n Val .I 2Q5 .3 .r15 BanJ: Sta : Left 295.3 Ineffecti ve Flow Sta L Sta R '·' 357 .& 316.8 673 Right 379 num= Coef t Contr .3 Elev Permanent F F Downstream Deck/Roadway Coordinates num= 4 379 631 2c4 298 n Val .1 EJ<pan. .5 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 174 290 290 334 289 275 502 290 290 Downstream Bridge Cross Section Data Station Elevation [1ata num= 20 Sta Elev Sta Elev Sta Elev 0 305 20 304 62 300 4 58 Sta Hi Cord Lo Cord 422 289 275 Sta Elev SLa 107 296 174 -, Elev 290 210 288 300 286 326 284 356. 16 275.28 373 .8 275.2B 389.48 275.28 410 28(1 422 282 476 288 502 290 574 294 Manning's n Values num= Sta n Val Sta n Val Sta n Val 0 .1 326 . (15 422 .I Bank Sta : Left Right Coef f Con tr. Expan . 326 422 Ineffective Flow num= Sta L Sta R Elev Permanent 0 357 F 390 705 F Upstream Embankment side s l ope Downstream Embankment side slope .3 Maximum all owable submergence for weir flow Elevation at which weir flow begins Energy head used in spillway design Spillwa; height used in design .5 428 284 437 657 298 705 horiz . to .0 vertical O horiz . to .0 vert ical .95 \·Jeir ·rest shape Broad· Crested Number of Culverts Culvert !lame Culvert ijl F'H\<'i.L. Char--= , - Shape Pise Box flared wingwalls Span 9 F'HW.L. Sc21le P l -VJin-~wall flared 31.1 to;~ de~. Solution Criteria -=-H1ahest JJ .S. EG 2Bf 3(10 Culvert llpstrm f1ist Le ngth Top n Bottom n Depth Blc:L:eJ Enttan'""e Loss Coef 3.., .f)}3 .013 .5 Number of Barrels = IJpstream Elevation 2~5 .4 3 Centerline Stations Sta. Sta. Sta. 326.3 337 .3 34e .3 Dot·mstr-eam Elevation= 275,28 Centerline Stations Sta. Sta. Sta. 362.81 373.81 384.81 CULVERT OUTPUT Profile Fl Culv Group: Culvert ijl Q Culv Group (cfs ) 1238.00 Culv Full Len I ft I H Bar-rels 3 Culv Ve! us I ft/sl Barrel (cfs) 412. 67 Culv Ve! DS If t /sl E.G. us . If t I 282.62 Culv Inv El IJp t ft I \>J s. us. I ft I 282.30 Culv Inv El Dn I ft I 8 .09 7 . 89 275 . 43 275 .28 Ezit Loss C:cef I Main Stem -Proposed Conditions E .G. US \ft. ~·~ . $ . [1$ I ft; [·elta EG l f L [·el ta \·JS i f t 1 E.G. IC '.ft E.G. •JC ft ) Cul•:ert Con t rol Cui\' \·is Inlet •ft; Culv ~-JS Outlet !ft CLL' Nml [•i:pth 1 ft, r_:ul "J r_:rr:. [•-:rth (ft i;r·d::.R: I-lain St em flE.:.~_:11: 1_tnn~mi:d Tr ibutar Il!H1T E•e.sc:r 1ptio11: St~t1on El-:vaticri [1ata Sta Elev Sta 21 •) :288 3::-9 .40 275 .28 Manning 's n Values 30(1 41 (! 2i<l . 281 . !). 2il . 1)utlet :;:·: 1. (•9 2:; 1. ·)S- Elev 3(!4 20f 2.-3(1 29fJ nUffi"" Sta n Val Sta n Val .1 32f . us Culv Fri::tn Ls i Cul v Ezit Loss Culv Entr Loss Q Wei r !cfs) ~-Jeir St a Lft !ft: ~-Jeir Sta Rgt t ft ~ ~.:eir Submi:r9 ~·leir Max [·epth tft · ·.·~eir ..... V?. r·epth :ft· Ne1r flow ~r~a ~~ .~ Min El Wel r Flo·,..; fti Elev 31)1) Sta u·- 284 35b.1 252 4 2 c94 n Val 1 ES El Elev 29•) 21 5 . ~ ::; ..:. SE 3(!(! BanY. Sta : Left 326 Ineffective Flow Right 422 Lengths : Left Channel Right 59 Coeff Contr. .) Expan . .5 Sta L Sta R 0 357 390 705 num= Elev Permanent ' ' 5t:: 5..J CROSS SECT ION •)IJTPUT Profile ffl E.G. Elev (ft) Vel Head (ft) :1LS . Elev {ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs l Top Width (ft) Vel Tot al (ft/s) Max Chl L>pth lft l Conv. Total (cfsJ Length Wtd. (ftl Min Ch El I ft ) P.lpha F'rctn Loss i ft) C & E Loss (ft) CROSS SECTION RI VER: Main Stem REP.CH: Unnamed Tributar INPUT Des er ipt ion: Station Elevation Data Sta Elev Sta i) 302 .65 1.19 1-2 .5 289 61 173.l :.-:2'. 22 ;51 . 77 370 41L62 ..j 1 ~. 3- -l ~2 . 59 -l·.P . 5 .rc .-J.s 492 33 525 .35 54 4 . 77 594 62 60'.64 657 .33 689. 03 738 . 12 287 .04 280.94 280 .18 L77 . 5 G 218. '1.: 2'8.69 281) 283.0S 283. 81 285. 9..J 288.28 291 . 8C 292 . 4 6 294. 5 295.59 297 .77 Manning's n Values 228 353 .22 370 . 02 -l l -. 88 4:Z(•. -l 9 4 35. 13 -l 5(1. 39 4 79. 99 493.93 525. 31 5 59. 99 598 . 05 626 .59 659 . 15 696 . 31 739 .89 Sta n Val Sta 0 .1 370.02 281 .74 0 .65 281. 09 0 .004539 1238.00 79. 84 6. 4 6 5 . 81 18376.3 54 . 28 27 5 . 28 l. 00 0 .32 0. II RS : 3965 num-= Elev 302 57 289 56 287 28(1 . 87 280 .38 ?.77 .92 27 8 ~ l 27'~.5S 280.29 22 3. 05 284 28E 289.71 292 293 . 1 e 29-.1 . 59 296 297.9 num= n Val .06 Element Le ft <JB Channel 0. 05(! 54 . 00 19 !. 62 318 82 1238.00 Wt . n-Val . Reach Len. (ft) Flow fl.rea (sq ft) Area (sq ft) Flow (cfs) Top O/idt h (ft) .!\.vg . Vel. (ft/s) Hydr . Depth (ft l Conv. (cfs) We t ted Per . \ft) Shear (l b/sq ftl Stream Power {lb/ft s) Cum Volume (acre-ft ) Cum SA (acres) 88 Sta 33. 14 173 .52 274 .26 355 . -1': 396.6 41 & . :; 421 435 .. E ..J €,(·. 77 H11··.91 499. 7- 5:j1). 26 563 6' 006.23 632.63 666 . 19 698 . 31 7 41 . '32 Sta 416.82 Elev 300. 51 289 53 2134 .85 280 .75 215 . ~ 27'3 1~0 ::-;9 09 278 232 2C:3 . (1/ 284 . 57 287 .85 290 292 39 293.52 295 .01 296. 1 297 .96 n Val .1 Sta 96.11 173 .76 349 .29 ;.t,7. ;· 4,_,€.::: -118 12 421 . 3' -140 . ..j 5 .'.! {5 . -l 433 511. B-' 5-l l. .:17 575 rq 61F-. 43 ;:,30. 56 685 •. n 711 . 19 Ele': 95.36 69 .51 81 . OE: &n. 1.:, 75 . 12 78 21 -9 (12 ~76 .' 2:2 . 16 2 33 . 1: 28-l .8Z 290.79 292 4 93. 63 95 41 96 €9 58. Qt) 0 . 36 0 . 1 E 79.84 6.46 5. 81 18316.3 33 .06 I. 64 10 .61 4 . 21 0 . 78 Sta Ele1! ln.11 293 .64 113 .9 289 .5 350.2--l 281 02 .)€9 C!9 28,).tJ2 --lU:J '.::'.15 .Z ll9 OE ~-8 .32 ..J2l.'l 1-r 4-lf·.-15 21'.1.69 -lll.9:: 262.98 -191 6':' ..:.23. 75 519 .59 285 .21 54:2 .6:) .2i:::0 .09 52 o . I 9 2 91 2 5 c1:it:. 29Z . -11 E..JS .05 :294 085.9C 295 .-1 5 7'.25 . :-.9 29""' 51 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr . .3 Expan. .5 370.02 416.82 13 .66 50 .04 170 .23 CROSS SECTION OUTPUT Profile lil Right OB 59 . 00 . 75 0. 84 Main Stem -Proposed Conditions E.G. Elev '·!El Head \ f « .S. Elev I Crit i•l .S . E.G. Slope t/ft• Q Tctal ·cfs To~ :·lldth ·.ft ".'el Total ft/.s' H.:iz Chl [1pth ft Cor,•1 . Tota.l c.:fs Ler,~th ~·~td . ft· Mu, Ch El :t ;._1pr • .:i Frctn Li::ss it· c c. E Lc~s f': 26- l~::. 7 .. t).:• 11•1 . •)2 4.52 5. i. 139·:·1 .:: ~ :: ...... : :1 c.. l .'.!. 1 . 3; '.11 ft.l.;. Element iVt . n-·..ral . Reach Len . 1 ft) Flo·~: .L.rea 'sq ft .:..rea s:i ft. flo1; ,~·ts Top :'lidtr ft .:.. ... -9. '.-'e 1 . :t/f: P./dr. Cepth ft Con·· cfs ·,.ie-.:ted P.:;r . ft Shca.r 1L1s~ ft Str~3m Fo:1e: lb/fr Cum '.'olumi; 'a.ere-ft Cum SJ.·. ·acres Le ft OB (•.10(1 13. € 6 ·.~£ 7. 3C: 5.49 l" . .:•:c 1). -: JI' 4::: £.I. - l c . 4•:• 1).: 1 (\. 1 ~ Channel 1:•. 1)61) 5(1 . 04 19". <: g,-. €?. l•)S-""..6(1 ~ €. i;,1) 5. 55 l: 325-. 1:1 .J?. -15 !. 96 1 •·•. 99 ". "l Rl ht QB . 10(1 0 .23 . 83 . ~·3 . 91 i . 1 f .9C l. ~5 1SlL9' :; .:. . 1 ~- 'l!arr,ir,g : TL.:; ;-·.:,r,•.'eJanc.i: r~1_10 1ups1~rc;a~ -·or1vejance d1·•1ded bi do.,.:ristr~arr: .-·cr,vi:~:on::el is less tha11 .)r 9re3t_o:r th.::11 1.-1 . T111s may ind1 --.:.te th~ r.ee-J :or adci1t1cnal cros.~ sec.tions . RI'/ER: Main Stem REACH : r_1nnamecl Tr ibutar INPUT [iescr ipt ion: Station Elevation Data Sta Elev Sta 302 79 2.9€ 84 .5 296 .68 99.95 167.17 29(1 .7 172.13 223.26 287 .91 226.4£ 275.44 285 .58 332.23 340.& 282 .42 358.07 366.23 480.27 520. 97 532. 19 549.a2 565.33 615.64 64 1. 4 8 670.8 702. 13 753.53 281 .19 278.51 279. 51 2~2 235.5 286.6 289.74 291 . 07 292.77 294 .29 297.31 369. 5 4 8 4 . 8 4 523.d 537. 17 552.91 575.,, 619.66 64 3. 22 680.36 723. 71 754.S5 ~S: 3915 num= Elev 302 .6 295.71 290. 32 21.37.76 282 .83 281. 58 281. 21 278.58 280 283. 09 205.83 287 .05 289. 94 291.17 293 .32 295.83 297 37 Manning's n Values num= s~ Sta 13.74 114 . 23 174 . 97 233.68 338 . (•5 359 . 1 425.75 49<1 . 33 523 . 51 541. 32 553.42 575.28 621 . 2 649. 4 8 890.75 726. 78 750.37 Elev 3fJ1 . 92 294 .8 29(1 .1 287. H 282.€ 281.53 273.73 278.88 280.fl? 284 285.89 287.05 290 291.51 293.71 296 297. 49 Sta 27 . 4 5 149 .23 176 .69 23€. 44 338 .63 361 . 74 445 .75 504 19 524 .86 543 .95 554 . 51 586 .75 635. 8 658.7 697 .43 729 .32 765.49 Sta n Val Sta n Val Sta n Val Sta 0 .1 369.5 .06 480.27 .l 520 .55 Bank Sta: Left Right Lengths : Left Channel Ri ght 1. 62 369 .5 480.27 CROSS SECTION OUTPUT Profile #1 E.G. Elev lftl Vel Head (ft1 W.S . Elev lftl Crit W.S . fftl E.G. Slope l f t/ftl Q Total (cfsl Top rlidth lftl 281 . (12 0. 07 280.96 0 000808 1238.00 156.06 I. 91 7.73 43550.7 1. 05 1.28 1.02 Element Wt . n-Val . Reach Len . (f t .I F'low Area (sq ft) Area (sq ft) flow (cf s) Top Width lftl P..vg. V"el. (ft/s) Hydr. Depth (ftl Conv. (cfs) Wet-ted Per . (ft) Elev 301 . 06 2 92 . 09 "89.96 287 .32 2B2 .52 261. 41 273.23 279. 2 280 .37 234 .58 286 28B 290 .79 292 294 290 . 13 298 n Val .l Sta 37 . 37 160.23 214 . 48 2 62 . 9' 339 .73 363 .65 465 .75 520 . 55 531 . 13 5117 .03 560 .5€ 58 8 . 27 638 . 16 660 .55 698. 2 751.85 770 .53 Coeff Contr. .1 Left OB 1 . 26 Vel Total (ft1 sl Max Chl upth lftl Conv . Total (cfsl Length Wtd . (ft) Min Ch El (ft 273.23 l.I,.:; IJ.•)1j u.1JO Shear ilb/sq ft} Stn:>~fTl P11•.vP r flf\/fr c::: Frctn Loss ft ) c & E Loss f 1_ Cum Volume tacre-ftl Cum SF. !acres) 0 . 36 11 .14 Elev 300 . 4 4 291. 24 268.3 266. 13 282 .47 281.32 273.73 279.42 281.77 285.25 286.36 288. 1 290. 91 292. l 294 297.22 298.37 Ex pan. . 3 Channel 0. 060 .02 565. q 9 565.49 1185. 03 108.85 2. 1(1 5. 20 41687 .4 110. 11 0. 26 n c..1 3. 4 <j Right OB 0 . 100 1. 62 83 .28 83 .28 52 .97 47.21 0 .64 l .'6 1863 .4 47.39 lt. 09 (1_():; 1. 41 o.;; 5 Viatn1ng: The con·v·e/Ctn··e tati.:i 'upstream ·cnve/anc':! rh·•idf:-d b~i d'.J:·nistream ::on'.'1:!/arir:-= is less than tJ or g1eate1 than 1.4 . This ma~ ind1c~te the ne2d fnr additional ·ross sections. CPOSS SECTEJN RJVER: Main Stem REACH : Unnamed Tr1bular INPl_IT Description: St ation Elevation Sta Elev 0 302 .83 83.56 296.81 166 .88 290 .79 223.13 287 .96 275.63 285 .62 340.28 282 .49 366.69 281 .22 Data Sta 3 .53 99 .22 172 . 18 226.5 331 .22 358 . 54 370.5 RS : 391·1 num= Elev 302. 61 295. 82 290.38 287.81 282.93 281 . 61 281 . 21 89 Sta 14 .56 113.7 175.21 234 .07 337.37 359.64 426.69 Elev 301 . 91 294 .9 290. 1 q 287.47 282.68 281 . 56 273.73 Sta 28.62 147 .71 177 .05 236 .96 337 .98 362 . 42 446 .69 Elev 301 . 03 292 .27 290 287 .3q 282 .6 261 .43 273 .23 Sta 38 . 17 159. 4 6 213 . 93 262 . 91 339. 15 364 . 44 4 66. 69 Elev 300.43 291 . 36 288 . 37 286 . 19 282 .55 281. 33 273 .73 Main Stem -Proposed Conditions 430 . 2•·3 45 4B .12 521.-219 .39 52 .9' 533 . 282 53 .11 550." 235 .42 55 .33 56-l.l 22 6.46 5--; .9t. 622 .2 29(1 C4 .C:.l 64'"7 .l 291.33 €.5 .~4 f93 .€.1 293 . ;9 .1• 1sc .. : 1 -r .• i4 . 4 .< . ' • I.' Mannin-;::'5 1-, Values num:;;:: n '·/.;;.l .Sr:a ··.:.i . 11 ~ ~ 278 . 9 .!~ 2"9 . 4 . . c. " 4 .:l . 2 ~4 . "'7 . 42 ::>5 . r. .01 -?•.~11 6 1"• ';'"";" 59 .13 ;;. 21 61€. 22'9 . :::..i 1; :~·l i:14 f·l:.. ~91 6€. ··~:-14 .~--1 -i ::02 . 2 0 ..j I 0.'I_" • ~· ~ . : .. -. l: : 94 . .12 '.Z =.: ~ . ~ 1 11 «.'01 ''( 'l: (•. S-2 . l :,~ l . -;. . ·5. 2 Bard: Sr:a : Left P1:}ht :; •;). 5 J;. ,·1 ::. f'-19!,1_ 3.: ~ Coei f ,:.:or,i:t . .! Blod:E:d ·:·l:-.5 truc:tion~ num= Sta L Sta P Ele· ::r:~ ""'c. 1~· :so .I~::;..;.:~.;:. "'""''°· i.:.· 315 .1'1 31-~ .19 :·:;.q/2 .;;.~. l;:~ 375 .19 j~;'.-:.19 2~3 .7(•8 3-9'.": 1~· 435.19 438 .19 203.-l44 455.1;:. 495 19 498 19 2:33.H-515.19 555.19 558 19 282 .91€. 5'5.l~J 615.19 618 .19 2i'.-~.i52 Cross Section L1d num= :.;,: . IS· ~ <:.. 7;f·<J _;.9~-lS) ~:·'.€"' 1=:;.19 :i'.-3 .}Sf :·16 19 '.2S3 .(192 5-8.19 _r)2 :~2·~ 3 t..oi 31:a P ~ ~t~. l ~· ~ 0 . 19 !: =. i :. '"" . Ls· ~ i ~ . 1 ~~ l ] . l. Si 4 ""; 5 . 1 ~) -1 ~ 19 S35 .lq 53 19 595 . l:j 59 19 Sta Hi Cord Lo Cord Sta H1 Cord Lo Ccrd 257 .04 2B5.73f.. 284 236 62(•.(ilJ 2-74 .152 282 652 CROSS .SECTI(.1N OUTPUT Profile ill E.G. Elev (ftl Vel Head ( fti W.S. Elev (ft) Crit ~v .s . tftl E.G. Slope {ft/ft; Q Total {cfs) Top ~-Jidth (ft I Vel Total {ft/s) Max Chi Dpt h (ft) Conv. Total (cfs) Length Wtd . I ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 281 . (12 o. (!9 260. 93 276.56 (I 1)(12(17 s 12 38 . 00 132. 09 .25 7 .70 27174 8 2 .11 273.23 !. I 3 0.00 0. 00 Element Wt. n -'v'al . Reach Len (ft; Flow !-.rea (sq ft, Area (sq ft) Flow (cfs) Top i~idth ! ft) F-.vg Vel. (fLsl Hydr . [1epth (ft) Conv . {cfsl Wetted Per. lftl Shear (Jb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum S!\ (acres) Warning : Divided flow computed for this cross-section . <:le · ,: } . ~(.. : < 1)i°! Le ft ,)9 i.. 5£. 0.36 0. I 4 9 . I. 6 . '~. L Channel 1). 06(1 . 1)5 47 6 . 16 476 1 £. 11 70. 35 90. 30 46 5. 27 25689 .9 148.08 0 . 42 1. 02 3 44 0 . 61 Right OB •).l 1) 3 . 7 3 . 73 . £7 . 41. 0.92 I '5 1484.9 49. 19 0 . I 9 t). 18 1 .41 0 .65 Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less t han 0 .7 or greater than 1 4 . This may indicate the need for addi tional cross sections CROSS SECT ION RI1/ER: Main Stem REACH : Unnamed Tributar INPUT Description: Station Elevation Data Sta 0 81 .67 166 .3 222 .89 276. 01 _jJ~. i-I 372. 51 4 2 9 . 34 524. __ 536. 99 551.2( 514 -l = 59-l . 39 C·3B . 72 665.75 700.a4 732 9 '68.15 Elev 302 . 91 297 .07 290 .96 288 .07 285 7 2F. l. 21 '.:'.73. b2 27 9. 34 282 16 :i::5. :;:..:: 29-l 296. l 298 Sta 4 . 68 97 .73 172 .28 226 .57 329 . ! 9 _jj~. •P:i -128 "--l 5(•2 ..j (.. =·25 . 02 S-l 2 . -1 553.41 i:.-i:. ' 708 .02 7 5(• -39 -7.i. € 5 RS o 3912 num= Elev 302 . 6 I 296 .05 290 .4'< 287 . 91 283 13 i~ l 273 .74 279 . !"1$ 2!?. 51 i8d i.J.:. 291.1~ 292 7~ 2 94 . 4 2 296 9'"· 298.48 67 Sta 16. 26 112.66 ]7 s. 69 234.84 336. OJ 521 . 07 52'. 22 ~··-15 . 13 556.2 i;-:-. 72 'l £. 37 £4" JI fSS .&9 711. 4 I 1 56.26 Elev 301.89 295. I l 2 90. 2 3 287 . 54 2B2.85 "'o l . c·l 2""' 3. 24 L 19. 3 2BO 28 3. 94 2Pf 291 . 2 l 293. 4 3 29-1 . 67 29--:-. 26 Sta 30.96 14 4 . 61 177 . -., 238 336.69 " 4 6C 54 521 . -13 53 l . c 545. 560 15 590. :::; 62 3. I 6 648. H 699. ~.,! 727. (Ii.. 759 _.:p Manning 's r, Values num= Sta n Val Sta .l 372.51 Bank Sta: Left Right 372.Sl 482.64 Blocked Obstructions Sta L Sta R Elev 257 .04 260 .04 284 .236 317.04 320 .•)4 263 .972 377.04 380 .04 283 .708 n Val Sta n Val Sta .04 482.64 . 1 524 . 22 Lengths : Left Channel num= Sta L 277 04 337 04 397 . 04 1.28 I 02 l 9 Sta R El ev 280.04 284 .148 340.04 283 .884 -100.04 283 62 Right 1 . 62 Sta L 297 .04 357 . 04 4 I 7. 04 Elev 300 .96 292 .63 290.07 287 .4 282 .77 L.tl l. .j b ~73 .74 279 .3 2Bl 284 2d6. 12 2.0S 209.97 291 . ~ 9 L93.94 :95.79 297 .j 7 n Val l Sta 39.78 l 57 . 92 212 . i.i3 262.79 337.98 .IJ,i -l ::2 . f-1 522.9-l 536.<£ :.s l . 2 Sd ~ 59( -.::2 t..·2-1 --12 c 61. :;,3 11)1). 65 73(1. 94 7 6£. l >i Coeff Contr. I Sta R Elev 300.04 284 .06 360.04 283 .796 420.04 283 .532 Elev 300. 41 291 6 288 . 52 286 29 282.71 <(.0 l -:.::i Z78. 41 ~'9.34 2t5.2' 2 ac. l" :90 29-1 29£. 297 '9 Expan . .3 Main Stem -Propose d Conditions 4r.'J4 44r,.04 283.44 497.(1..j 500.04 283 .l 55i .0-1 560 .04 282.91 C17J•4 620 .04 282.C:S Cross Section Lid num= 2 q 51 . (14 4 e-.·1 . 51.,. 04 52•). 5--;. 04 52(1 . Sta H1 Cord Lo Co rd Sta H1 Cord Lo Cord Z57 .('4 225.736 .Z24 .:3C c.2.:·.•)4 z~-i ic.-2-::...C~: CROSS SECTION 0UTPVT Profile =1 E.G. Ele·v ~ft1 "/el Head ft l ~-i. S . Elev ft Cr l t \·J S . l ft) E.G. Slope 'fL/fti Q Total ·cfs) Top ~Heit~. / ft J "/el Total ft/s) Ma;r ("hl [·ptt-1 ~it ; Ccnv Total icfs Length \·ttd. ·ftl Min r·h El 1 ft~ .n.lpha Frctn Loss (fti c £. E Loss (fti :..ol . l 3t. l ~:.. (: .1..:· ~ ~ ~ ;. -. :: (•,(11 Elem;:r,t :vi:. r.-··.:i.1. P<ea".:~. L.,,_1,. ft :'low ,:._reo ·sq it hr'2a. : ,q :t' flc~-1 f:; Tep ~·:1Jt-J, ft: _:._..,J. 'e i . ; ft.-51 H:Jt. h:rr-.h 1ft1 ~·Jei:t.e-d rer. ·ft Shear lb. sq !' t I Stream Po•:er (lb, Lt S• Cum ''olume (acre-f~ Cum Sf·. acres) Warning: Divided flow computed for this cross-section . .2£' <I .., :•1_•4 :.-4 lj. 14 CJ-.a:.!.~l ' . ' 4 l. 1-. .1 -'· ! 1 Cq1. i ~; '•'I c. : 1,-.4- 11.i..::· .1" . 4~ t).c.1 p ioJt-.:_ .·,r. •.I l . ·17 . ~.:... l r:.~ . 4 S(•. 1;) (•, .. lS, 1). (1€ Warning: The conveyance ratio upstream ronve;ance divided by downst ream conve~an=e> is less than 0 .7 or greater than 1.4. This ma; indicate the need for additional ~ross sections. CROSS SECTION RIVER : Main Stem REACH: Unnamed Tributar INPUT Description: Statio n Elevation Sta Elev 0 102.95 80 .73 297.2 166 291 .04 222 .77 288 .13 276.2 285 .75 338 .72 282 .72 373 .51 281 .21 487 .68 278 .53 525.44 279 .31 537 .17 281.9 552 .67 285 .29 574 .19 286 .69 591 .33 288 619.27 289 .69 649.08 291.26 687 .74 293 .47 714.5 294.8 757 .17 297 .24 Manning's n Values Data Sta 5. 26 97. 05 172. 33 226.6 328. 18 359. 95 429.46 501.89 526. 92 537.61 553.4 574. 94 591. 74 625 . 15 651 . 5- 701 . 66 728 . j7 761 .59 Sta n Val Sta 0 .1 373.51 RS : 3911 num= Elev 302. 62 296 17 2 90. 55 287. 96 283.23 281 '7 273.75 278.99 279. 64 282 285 .37 286 . 72 288 289 . 99 291 . ..j 294 295 .77 297. num= n Val . 04 90 Sta 17 .09 112 14 I 75 . 94 235 .23 335 .33 361 . 23 449 .46 519 .59 528 .56 544 .69 559 . 4 z 578 .5 593 .11 625 .49 662 .87 701.93 732 .32 769. Sta 483 .41 Elev 3(tl . 86: 295.21 290.27 287.57 282.94 281 . 64 273.25 279 .23 2t11J 283.55 286 286 .94 286 .08 290 Sta 32. 13 14 3 . 14 I 78 . 13 238 .52 336 .05 364 .47 4 69 . 4 6 520 .25 531 . 89 546 .76 5 60 . 02 578 .54 597 . 4 8 633 . 15 292 667 .48 294.01 702 .72 296 734.1 298 769.53 n Val .1 Sta 525 . 4'1 Ele\' 300.93 292.81 290. l 287. 4 3 282.85 281. 4B 273.75 279. 21: 280 .74 284 286 .04 286 .95 288 .37 290 . 41 292 .26 294.06 296 .09 298 .04 n Val .1 Sta 40. SS ! Si. 16 212.28 262.73 337 .4 36E.54 483.41 523. (16 536.32 551. 4 6 560.48 578.63 599.7? 646. 85 674.43 711.55 749.9 776 .02 Bant Sta: Left Right Lengths: Left Chdnnel Right 62. 83 Coe ff Cont r . .I 173.51 483.H CROSS SECTION Ql.lTPUT Profile ijJ E: .u . C:lt:·.; 1 ( L J Vel Head ft) irl.S. Ele'.' lft) Crit \·1.S. lft) E.G. Sloµo: 1ft/ft1 ·~ Total fs Top Width 1ft) \'el To::al (ft/s) Max Chl L•pth (ft l Conv. Total {cfs) Lenc;th \~td. (ft) Min Ch El fft l .ri..lpha fr-ctn Loss (ftl C £ E Loss I ft I CROSS SECTIOH RIVER: Main Stem REF.CH : Unnamed Tr-ibutar INPUT Des er ipt ion: LOi . •.•} 0 .<.'7 28(1 . 94 f!, (I Jl7') l .:..3o . )0 15" .n . 91 7.69 61815 .9 19. 76 273.25 I .4L o. 01 0. 00 RS: 3893 38.4 lc'.49 El~lllt::ILL ~·Jt. n-·:a 1. Peach Len. tfti Flow J.x~a 1sq ft' .r..rea sq ft f low f ~ l Top N1dt-h ft) .~vg . '."•l . •ft/sl H:.;dr. L·epth (ftl Conv. 'cfsl ~·lett~d Per . (ft) Shear I lb, sq ft) Stream Po\oJet:' (lb/ft sl Cum Volume (acre-ft Cum SP.. (acres) Lt:i 1_ 1.JO 32 .< 0 CJ _ 36 0 . 14 Elev 300.4 291 . 73 288.6 286.35 282. 7B 2B I. 3B 276.35 279 .31 28 I . 72 285 .03 286.06 286.95 286 .52 291 . 14 292 .71 294 .52 296.86 298 .52 Expan. . ' LllaJ1J1el 1. ()4(1 1 $. 4'• 559 . J" C:':.9 . :,:c 11 ?~. 4: l•Yi . :: 2.H 5. 19 61777. 4 1(19. (18 (t . 12 (!. 26 .-Ji"1 0 . E 1 r..1yi1I Jb l°l.lll(J ::"9 . ?~ -1 ~·. 1 '. 4 4 I. '1 :c .i2 .. 5 4 9. c:.,;:; •). n4 •l ..... . 4 I 0 . t.-l Main Stem -Proposed Conditions Station Elevation [•a ta Sta Elev Sta 297 .89 3 .67 15.23 297.42 l~.-12 34.2€ 296.84 38 .99 49.95 296.36 52 .0& C:(•.C:-1 29£.1:•4 €3 .6€ .s..: 295.-1 9 ·n. 54 11-7 . 29-1 .2€ 1}2:.53 1-1::. 29~·.!:. l~· .19 1-:c:.-291.}2 ~ 14 c.-:; . , ; : c:.:-. 15 num= Ele 297 .7 297 .3 :96. 29€. 295. c. Z95.o 293 . - 2f.5. - 129 Sta 7 . 17 22 . 57 42 . f,' 54 . •)l 9£. 13?. r.-; i s;. "' 212 .41 2-:.; l 311. •)l Elev 7 67 97 .2 6.S9 ' 6. 24 95. 9 <l. 93 3. €3 S a 9. 4 5. 5€.95 11 , ... 40. c:=·. .::-1 . =3 ~~ L • ~: Ele 297.€ z 97. (• 296 . 29C. 1 295.7 294 . 4 293 . t: :~H .: L 28£.-l 265. •)9 Sta 13. 17 29. €-1 4 7. 4 9 52. ~ 4 -1. 115. 2 3 141.4€ 1-~.; 2-! 3 •(I~ 31 ·:. 53 Ele·; 9'. 4 9 9€.9~ 9L ..J-1 9C . ·)9 95. cl 94 . 3'"' ?3 __ ''l "-: t . ~ .j 315:.•r.. 2t:-l.9-~ZJ .. 1-J 2:.:-<1. )2£.~Ci _9,iC 2~4 .~~ :•31. :7-L..Jl :F-1..:t 2,:4 33C:.79 28 4.l~ 339.21 . 1.•C ..j I.'. C 1 : t -l :: 4 5. -4 ~ ~-;, . 545 .21 ~-,,. 'S 59C:. (15 f3S . ~ 4 E>: (•. r:· l 75•). -H· :~3 . - 28 4 . £t ~ 289 .23 291. 95 294 . l € :;49_,)/ 2~3 .C: ;si.t:2 2-'.>5 .:3 2 55. 1:11 21-1. 7 2 l·:•1 • .:5 261 . i4 -1(9.23 2'"7~ .4 ·. 11 :_7c'. 2 6 ~ :; .. t_ £1 :::..: -I 55~·.99 287.J';. S7::_r..-288.(•9 (.1)4 _I/ 289.91 -:02 .6 295.5~: -:5.3_ 1 298 -14 Manning '::; n Values num= 34 9 . 1: 352 . .f 4 3;:2 . 3-l -H1..J .c.:: -193 . '7-l 52 l. '3,. J' SS l •1:.- 573. €3 607 .22 €52. 11 727 .39 755. :;:; .., 4. ls . = l _,. 3:- 9. SC .;. -:9. ;5 :'.:L 1\: 2'57 . .j 28?. l ) 290 ::.:92 . 71 296 . 8i'.I 298. 5"'1 4 ~. l; 5:,_. -19 • J. ; 551 51-:. 11 €-1 €. 35 6€ 3. ~ 7:_"'. SS ., s.:. €€ o4 ..... :~ 5. 1-:- 8 4. -I .!I -·'l 7 7 . "'j .; ~ 5 . l ~ B7 . .!I.: SB . 2 3 29(). 5 93 . 4 4 96 .91 92-. c:.2 3-l 9 . :1 .: ~.!I . :;.s~.&3 :::-~. 3:-;. 1-l ... = 3.: 451 .< ,-,. 31 51..J . .:·~' . 1 ( 5-12 . 13 : j!:,. C:·'.:. 551. -Ff ;.7 <J~ :-9(•. 43 lH 9<l 62€.BC. 291 .2 (;7€. "'.'9 ~94 .., 4t::. (1"': 298 Sta n Val Sta n Val Sta n Val Sta n Val Sta n Va l .J .l 4(•4 .63 .U4 1189.23 .1 520 .11 Bank Sta: Left P ight .!10-1. 63 -l C9 . ._3 Lengths: Left Channel 49.95 87.39 Pight Of... 07 CROSS SECTION (1UTP1JT Profile n E.G. Elev lft Ve 1 Head f f t J w.s. Elev \ftl Crit W.S . lftJ E.G . Slope (ft/fti Q Total· (.cf s) . Top Width l ft I Vel Total (ft/s) Max Chl Dpth lft) Conv. Total {ctsl Length \\ltd. (rt) Min Ch El l f t) Alpha Frctn Loss (ft 1 C & E Loss (ftl 281 . 1)0 0. 09 280. 90 0.000424 1238 .00 122 . 90 2.21 7.59 6012 J. 8 82.29 273 .31 .20 0. 06 0.00 Element Wt . n-Val. Reach Len. lft1 Flow Area (sq ft) Area {sq ft ) Flow (cfsl Top Width l ft I .:I\.vg . Vel. (ft/s1 Hydr . Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear llb/sq ft) Stream Power ( lbt ft s) Cum Volume (acre-ft) Cum SA !acres) .1 550 .99 Coe ff Contr. .l Left OB O. lfJO ,9.95 l. 60 .EO 0. 34 . 38 (1 . 21 0 .67 16 . 7 2 .74 0 .02 0 .00 0 .36 0 . 14 Expan . .3 Channel 0. 040 87 .39 -192 . 20 492 . 20 1206.4S 84.60 . 4 5 5 . 62 58589.5 85 . 81 0 . 15 0 .37 _j . 18 0 .57 Right 08 0.100 6€-. 87 6€. O& 06. (18 31. 2 J 35. 91 0 . 47 l. 8 4 1515 .7 36. J 9 0 . 05 0 . 02 .29 (1. S8 Warning : The conveyance ratio /upstream conveyance di vided by downstream conveyance) is less than 0 .7 or greater t han 1 .4. This may indicate the need for additional c ross sections. CROSS SECT ION RIVER: Main St em REACH: Unnamed Tributar INPIJT Pescription: Stat ion Elevat i on [•ata Sta Elev St a .69 1 5. l).j 1.io . 92 1C3 s:, 2 l , .42 21 '. 2'; 2• 9. S-1 201. 26 262.23 2(3 .5~ 2€3.95 2F~.26 2,2.S3 2' -I. 7 3 2°5.35 27S. 94 2"6. 72 279 281 . 7 286.61 292. 15 303 . 05 327 .99 331. 54 302.15 ~.14 299. 91 2':.-tr' 29( ~Si~ 293 .... 2911 .... ";"9(.1. l J 289.49 2 i'.IB . ;.5 28&. :, 2'30. \..' 286.83 296.9r 28' 286. S-1 286.34 286.95 287.43 287.81 287.67 287.62 287.54 287.44 286.86 285.35 294.95 38. 17 -.21 l(·-. 69 137.65 1 -:•). 59 "-l $. 21 "'l.48 £'.5-1 . 09 . '-('. 2 l Cl . 44 2 62. 2 € 2f3.62 i64 .09 2-1 .E8 2...,2 . 85 2'<.79 275. 44 276.1 277.23 279.09 282.43 286. 84 293.23 306. 03 329. 12 332.86 RS: 3805 num= Elev ::02 299.35 2'? i . L4 9(. 23 29·1 . 82 292 . -;7 2~11). '2 2~·).] .:.:S9 . 2- ""i:-8.; 3 2t:'8. 25 2~€.S3 28 C. BS 2 a c 92 .. a€.€6 28€.49 20o .4 287 .03 287.57 287.78 2)j7 . 67 287 . 61 297 .53 287 . 38 286 . 7 285.22 284 .83 228 Sta 10.€6 .J7. 65 B<l . l.i 113. 69 13-.1 3 173 .13 21c.,;i1 233 .Ql 25~.~ 2~ , . -l 261. Sl 263 . l)3 263.7 2£-1 . 6-l 272 . 1)) 21 3 .Sc. 27 s. 02 275 .65 276 . i e 27, . .!11 279.2 284 .94 287 .22 299. 2 306. 42 329. 79 333.53 Elev 301. 37 298 .7 i97.2J 296.09 .::9<J . 82 292 .6 ~ L.1.). £.6 ?91). 1)<j 2~9 . 2- 2 38 . (.i 2 ~o . i 1 ?SO. 71 286. 87 287. 09 286.61 286.39 286.65 287 . 2 287.63 287. 77 287.66 287.56 287.S3 287.06 286.68 285. 14 284 . 5 Sta 16 38 49.,2 ct::.. Si 119. 158 . r.. 176. ~6 235. (•.;: .d51.9., 2£3.29 263.76 2EC. C:C:· 272. i - 27-l . o-: 21s. 13 275.74 27 6. 4 3 21 7.S6 279. 99 285.72 28'.S4 299.66 322.21 330.97 3 3 5. 08 Elev 300.87 298.64 296 .~~ 295.77 293.53 292 .38 29L1 . ..j1 289. 9..., 288. 85 288.62 287 . 24 286.77 287 267 . 0' 286.59 286.32 2e6.77 287 .27 287 .83 287 .76 287 .65 267 .55 287 .52 287 .04 285.83 284.99 284 Sta 28.51 60. l J 103 124. 24 lo2 .9 181 . 15 229. ::;e 2-l S •)~ 259.31 2C0.C7 262. J 9 263. 4 3 263.82 268 72 272.32 27~.63 275.25 275.86 276 59 277.84 280.85 286.35 288.07 302.75 325.51 331. 11 335.39 Elev 300 298 .25 ..:. YO . 4'.:> "'95. 37 292 . 51 4 92 . 12 29(1 .15 ~&9 .6 28E'. 68 288. C:2 28-C:·. 7 286. 0 1 286. 98 2<;7 , OJ 286. 57 286.24 286. 87 28'. 37 287 .82 287 . 7 5 287 .63 287 . 54 287 . 51 286. 87 28S.06 284 .98 284.29 Main Stem -Proposed Conditions 33C. 7 284 .5 361 . 9 2o2. I 373. 394 . 2'€.6 41)4 . 2-;5 . 42c . 203 _; 44,). - 4 £1 . : ... 7 1 4i4 . S·~l. .z·tc:.12 59(·. 41 5. •_I ~. 2L ~. ".: c .4 337.61 '3 4.41 350.41 .1 361.€9 B~.09 362 .8~ .0 364.34 1a.21 385.21 .€1 39-1.39 276 .6 400.21 .c 41€.91 ~'4 .81 417 .79 .92 433.£5 2~3 .3 4 435.37 .19 '141 .C:.2 :z-:&.? 462 .94 47€.~~ 2"'9 .01 477 .1: 4 94 . 4-:;: ~ 1 . •)2 4 9€.. 15 .... 4~ 51~ c.-~ '-:-.46 516 . "'Si 553.33 ~ ... ~.Sl 55€.Z9 -~.:-se~. ~""9 .2J 585 .56 -::.· •. -i C•)•!.41 :Ztl .f:l C-•)Q .6;;, :z~_:; [.(19.C;~ -~4 .65 €,11 .J} ~2i ~2r .t:•0 ~--.]f C.31 .21 ~~-.97 632 .19 ,.:>:·.:"4 i95.€9 :~1.-IZ -(1$.41 .2S:i.95 7cJ-;.(!9 Manr11~1 ·.~ n ··alue~ 1.um= : ~,;. 91 ~~·-.51 -! 744 . •),::; 82•). 15 ::;;r Q ··al ~td n :•a1 ..,ta ai St:cs .! • ~· J .) •:. I I . l 4 94 . 4° E:'ar.k .:;1.a : Lett Jqgtit !..e!i1'th.s: Left _·hanne1 Right 4(1£.. Ci ..j )1.1,) I l~l .91 12;,43 13£.14 CROSS SF.CTIOIJ OIJTP11T Prof1 l'-' :ll E.G. Elev (ftl Vel Head !ft1 W.S. Ele\' (fti Crit W.S. (ftl E.G. Slope !ft/ftJ Q Total (cfsJ Top N1dth (ft) "'2"(1 . 93 I) .13 2BU .19 u.001822 1238. (11) 222 .01 . 02 .B6 .!.~95&.9 176.BO Element Wt. n-"'31 . Reach Len . {ft) Flow .n.rea {sq ftl .r..rea (sq ft) Flow (cfs) Top Width (ft) .~vg. Vel . lft/sl Hydr. [•epth (ft) Con·· :cf s) ~·Jetted Per. (ft ) 283.27 281 .92 278 .1 3 276.23 274 .72 274 210 1 9 .04 80.ES 'i:!. cs 79. 42 73. 23 01 .75 265.2 35€.91 ZE.2 .59 369.16 28(1.i::i-; 385.97 ~-; 403.41 2.1€ 422.33 :-;4 437.39 274. 465.14 Li~.1 3 484 15 :-;9 97 49~.95 :::.:, 53(1 .07 2•.;.~3 55B.6': 2-:9.~9 s-:s1 .41;. :-:5:.51 €-(tl . 6b C:!C .03 ~>:-.r·.i:.:: n Val Sta r. 'la 1 .i .;).; 626 .c)9 Coeff Contr. .I Left OB 0 .100 151. 91 109. 93 109.93 14 2. 9(1 37.17 I. 30 .96 3342 .6 Channel 10& .• 13 214.?9 214.29 772.70 Vel Total 1ft 1s) Max Ch! Dpth lft) Conv. Total lcfs Length Wtd . 'ft) Min Ch El {ft) .ll..lpha Fr ctn Loss I ft J C & E Loss (ft) 272 . 93 .12 0 .69 o. 07 Shear I lb/sq ft) Stream Power (lb, ft s) Cum Volume {acre-ft) Cum SJI. (acres) 37.56 0.33 0. 4 3 0.29 0. 12 33. 3'i . 61 6. 4 2 1607-l . 6 34.09 0. 72 2.59 . 4 7 0. 4 5 Warning: Divided flow computed for this cross-section . Right 1)8 (•. )69 136. 14 2at:. c,1 ZCB . C' 322' 4('1 151. 4" 1. 12 I. 91 7 541 . € 152.29 I). 22 O.Z4 I. 01 0 . 44 Main Stem -Proposed Con ditions Warning: The velocity head has changed b~ more than 0 .5 ft !0 .15 m). This may indicate the need for addi tional cross sections . Warn1nq: The conveyance ratio /upstream ~onve~ance divided by downstream conveyance) is l ess than Q.7 or greater than 1.4 This may indicate the need for additional cross sections. CPOSS SECTION RIVER: Main Stem REACH: Unnamed Tr1butar INPUT Des er iption: Station Elevati on Sta Elev 0 300 .97 41.85 298 7~. 1 11 (. ~3 170. 74 212 .13 245. u: 24 7 . 4 € 296 293 .62 290 .31 288 .68 286 .36 285 .91 2&1.19 276 .24 22·;,.oc; 212 .ns 299.64 27~·.1 310.94 2.,6 .C•4 332 .:: 1 ~ ... ~, . .j 3 34 .i)l '82.rl.l 3"12 . "'9 228 326 .3.J L9ll .-l3 -llC 17 292 4'3(•.54 294.1' 539 .28 294.94 545 .64 298 .06 55£·. 27 304 562 .98 308 .25 S94 .63 311 . l 600.54 311.12 615.95 311.24 623 .94 311 .33 629.34 311.36 635.28 311.4 641.62 311.42 645 . 78 311.43 651.73 311.4 656. 71 311.4 Data Sta 7 .01 49 .58 100.99 136.65 174 . 7 213 . 62 245 .21 25o .92 2; l. ~ 288 . 1 1 ~ (1(1. 4 .j 31'.H 'J~.61 3 5.,. b4 3.., ~~ . ..J 1 j~H. H 42i:'. 65 4 96 . '2 5411' (1..j 549. l •I 558 .24 564 . 1 (; 595 . 11 610. 44 61 7 . 92 625.33 630.48 637 .12 642 . 4 3 646.76 652 .7 657 .84 RSo 3617 num= Elev 300. 61 297 .63 294 .71 LC°!2 .47 "9•.1.0- ""·6' 286 .35 284 . ~ c -. 05 ~s.: c "°.., ~ • 64 ~80 2B4 .19 29t..57 294 .59 .295. 31 31,)(J 3("5 . Z3 309 311. I .} 11. 17 311.27 311. 34 311. 38 31 1. 4 311 . 4 3 311. 42 311. 41 31 1. 39 llj Sta 15 .67 65 .33 107 .73 14 4 . 5€"· 171 OL 2lci .31 245 .32 261 .,5 20~ 't)l 2i:i'.--. :z 30...,. 41 n:.-t.::1 3"8.11 3"39 1 € 429. 1.'3 509. 14 541 . 47 552.25 55;,. 4 5 572.46 595.72 611.05 618 .30 626. 04 631. 33 638 . OJ 643.41 647 . 75 653.74 658 .7< Elev 300 296.7 294 .22 32 . 03 <89 .94 ~&8.66 286.33 2~3 . 13 : ·:v 2° 4 . 15 212. ·)8 _~5.70 .35 z.:-i. 01 L 4 . 2 _:: 2. a. 44 i92 .59 L 94 . 7 4 296 Jul . 66 306 3(J9. 5(j 311 .11 311 . Io 311.27 311 '34 311.37 311. 41 311.43 311. 4 3 311. 4 311.39 Sta 29 .66 76 . 45 111. 16 145. 2 183 .25 226 .38 245 .83 2 66 . 91 285 .28 289 .26 309 . 5.) 325 l .!.. 34 6 . 56 365 . 1,-.. 38(1 • "'l 393 .59 4 51. 94 519 . 61 545 .38 552.9 S59 .81 579 .02 597 . 48 613 .52 621 . 82 627 .34 633 .42 638 . 96 64 4. 2 648 .74 654 .69 659. 94 Elev 298.9 296 .09 294 292 289 .58 288 .22 286 .23 282 274 272 .35 275 .93 201 .77 286 289 .-6 290 .99 293 .44 294 .59 297 . 91 302 306 .23 310 311.11 311. 21 311. 31 311 . 36 311.39 311. 41 311 . 44 311. 42 311. 4 311. 38 Sta 38 .22 77 .38 111 . 5e 145.84 207 .97 227 .97 24 6 .99 271 .45 "' .. 9~ 287 .65 295 .68 310 . 47 326 .74 347 . ·15 366.13 382 .75 414 .32 480 .01 537 .71 54 5 . 54 554.3 562 .59 587 .06 598 .79 615 .64 622 .41 628 .12 634 ' 31 639.82 644 .79 649.72 655. 78 660.82 Elev 298 . 19 296. 04 293 .97 291.96 288 .59 2&a 286 ;: e 1. 05 272 .35 214 21£ 2'2.21 281. ~' "B 6. 2 3 291) 291 92 294 . 1 ~ 294 . 4 6 298 302 .1e 3C•B 310.75 311.12 311.24 311 31 311.35 311. 39 311.42 311. 43 311 . 42 311.39 311. 39 c.-:...<..1:•9 311 .3-: £62 .9Z ~11 .38 €€4 .2;; 311 .36 €E5.(1i 311 .3€ £.CC-.54 31 1 .:)4 6C:-i .2.:: 311.35 t·f~.85 311 33 669 28 311.33 Manning's r. Values Sta n 'I7:Jl .I Sta 22.1 . t:. Bani: S::.a : Left Fi?ht >l.C 31(•_4- 2 . G. E:le·1 ft '?~ He.:::d ft 10J . S. El e·.' : it ~r !.t :-: . S : ft E.G. Slope ft ft Q Total .cf:3 Tc;: i-Jidth ft Vel Total ft /s J.taz Chl Upth :fr Con·: Total 'cfs Ltr<itL i'~':d . ft~ Min Ch El lft· .:i.lpha Frctn Loss !ft· C & E Loss 1.f::. num= n './al , (If Sta 31 (1 . 47 n Val Len-;,Jths : Left Channel R1;-ih::. € -l . (l.j i 1: .. jz '.7·£. 19 2-:-9 . 29 •.'. •.·l JZ /(1 12:.n .0(1 .<< . zq i (,-•16 . ·r ~l 7€ 272 . (1~ 1 (!8 0 (14 £1.::ment ;·H.. 1,-''a 1 Peach Len . ft Flc·.-1 .r..Lea sq ft ,: .. rea : sq ft Fl~y.: (c;f s To~ :·nc!th : ft .r...vg . '.'e 1. ·ft/:=; i1jdr. [•eptL ft· C.::::.t1\' .. ::f 5 ;·Jett<:d Per . tft 1 Shea r :lb/sg ft) Stream Power (lb/ ft s) Cum Volume !ac:re-ft) Cum SP. (acLes) Coeff Contr. .1 Le ft. •)B (1 .!1)1) 110. <2 Cj . 79 9. 79 21 . 53 ~. ;;c .!. • 2•) 1. (_"': 1 :;c,. s· . 72 l. 21 .65 0.09 (I 04 Exi:an 3 •..:hannel !£. 19 139 . 6 5 139 ~ 5 111)3 . ;:•4 <"",.,, . S4 95""' 5. 2 ](I . 4 ~ 3 . 81 30 . 04 l.-; 1 (I 31 P1gl":t ')8 .-. l(••) 42 .5S .t:;: 5~ 113 .44 .::.: 1 . 65 .!. • 6€ . 97 ~24 . 7 : l. 94 l. 61 4 .28 0 .50 (I , 1 7 Warning : The energy loss was greater than 1 .0 ft (0.3 m~. between the current and previous cross section .. This may 1nd1cate the need for add1tio11al cross sections. CROSS SECTION RIVER: Main Stem RE.D..CH : Unnamed Tributar INPl_IT Descr ipt1on : Station Elevation Sta Ele·J 28 .83 73.25 I 04 . 85 163. 09 207. 32 239 31 297.66 316. 4 6 323. 4 9 328.4 335.48 34 5. 2 372.37 380. 8 391 . 65 397 . 77 440 . 8 481 .55 557 . 55 592 .23 597 . 4 6 603 . 06 608 -5 644 . 96 656. 56 677 . 01 301 . 17 299. 7 3 296. 94 295.63 292 .52 290.88 289. 12 286 282.52 2 7 6. 64 274 271 .67 274. 17 275.84 278. 18 283 .2 286 291.21 293. 03 295.32 295. 19 299 46 304 308 .33 311 . 17 311 . 59 312 .34 [•ata Sta 3 . 16 46 .34 75. 9 106. 81 164 . 57 221 . 4 3 260 .96 306 .24 317 32-1 . 26 3 30 . 44 336. 8 346. 41 3 7 2 . 92 383.91 392 . 97 407 . 63 4 56. 22 4 99. 18 565 .4 592 -82 598 11 604 .88 609. 51 64 5. -14 659. ~j6 682.28 PS : 3531 num= Elev 301 02 298 .74 296 .77 295 .53 292 .44 290 .06 2€<8 . 26 285 .05 282 276 273 .36 271 . 94 274 . OB 27 6 279. 04 284 288 291 .88 293.64 295.52 2 95. 67 300 305. 48 3(19. 34 311 . 2 311 . 64 312 . Manning's n Values num= 133 Sta 19.87 50. 12 76 73 118 .<8 165 .42 232 .85 265 .01 314 . 74 31 7 . 91 324. 9 333 . 77 337 .0B 348 .54 373.84 385.64 394 . 21 414 . I 7 459. 17 525.65 573.65 593 . I 598 .63 605. 54 618 . 19 650. 59 661 . 04 '01 . :2 Sta n Val Sta ·.:al Sta .1 3:5 .98 .06 3-13 .26 Elev jfj(J. 2 298.49 296. 74 29<.89 292 . I} 289 .42 288 284 17 281 . 23 275 4 8 272 . 32 272 274 . 15 276 .27 280 284 . 77 289 .26 292 294 .42 295.29 296 )(11). 4 3 306 31)9 75 311 39 311 .71 31 J . 36 n \!al I Sta ':'":·. 55 57 . 2-l 82 .52 135 . 19 190 88 236. 16 2(.6. l 2 314 . 87 319. 37 32 5 . 90 334 .BS 338 . 1-l 3 67 . 98 380. 12 388. 01 395.43 418 33 4 69. 41 530 508.33 593.66 600. 51 606. 03 c 19. ~ l 652. 22. 664 . 2Cl Elev 3(11). (16 298 296 .51 294 .14 291 . 56 289 2 3 287 . 94 284 .06 26(1 274 .61 272 272 .32 274 .62 278 28 1. 24 285. 4 1 290 292 46 294 . 53 295. 1:2 296 . 4 302 30'5 . 3e 309. 84 311 < 4 211. 76 Sta 23.61 7l). 90 94 . 84 138. 06 194 13 236 .5 2%.33 314 . 93 321 8 327 .11 334.97 343.86 368. 4 8 380. 62 389 . 35 395 . 94 4 33. I 470 .33 547 . 19 592 . 06 595 . 53 502 . 38 608 13 6-l 1 . 01 655 .74 6€6 . 32 Bard: Sta : Left P1ght Lengths: Left Ch3.11nel F1~J,r: Coeff r:.:0ntr . 325 .98 J•P. :6 CROSS SECTION ')IJTPT_tT Frof1l~ 1!1 E.G. E:lev (ft) Vel Head I fl) ~·1 .S . Elev (f t ) Cr1t \·J .S (ft) E.G. Slope {ft/ft Total (cfsl Top Width (ft) Vel Total {ft/s) Max Chi Dpth lftl Conv. Total (cfsl Length l<td . lftl Min Ch El I ft) Alpha Frctn Loss (ft) Cl. E Loss (ft) 2 7 9 . (\~ !) . 7 5 278 3(1 0 .013118 1236 r)(! 59. 78 5.58 o.63 10808 .9 146. 00 271.67 l. 56 0. 72 0. 16 ?~.12 1~2 .36 1;£.Z~ Element Nt . n-·,;a l Peach Len . ! ft Flow .:..rea isq ft 1'·.Lea !sq ft) Flm·1 (cf s~ Top 1-Hdth (ft) .n.vg '/el. (ft/sl Hydr. Depth fftl Conv. (cfs) ~letted Per . (ft) Shear (lb/sq f t) Stream Po1....-er (lb/ft s) Cum '/olume (acre-ft) Cum Sfl. (acres) Le ft OB (I. 1 l)(i a 3. is S.37 8. 37 I B. 10 4 54 2. 16 l. 84 I SB . I 5. 85 .17 .54 .06 . 03 Elev 300 297 .08 296 .05 294 291.46 289 . 2 1 286 .50 284 278 274 .32 271 94 274.11 27<.76 278 . 13 282 285.53 2 90. 8 6 292 .5 294 .99 295.06 298 303.46 308 310.95 311 .56 311 .85 Exran. Channel (1 . 060 14 2. 36 93.86 93 86 780.67 17 88 8 . 32 5 . 25 6815. 9 18 .69 4 . 11 34 . 20 48 0 . 27 Right OB 0 .100 16€.24 119.78 119.78 4 39. 23 37.36 3. 67 3. 21 3834 .9 37 . 87 .59 9 . 50 0 .38 0 . 12 Main Stem -Proposed Conditions Main Stem -Proposed Conditions Warning: The veloc1t·· head has changed by more than 0.5 ft 0 .15 m:. This maj indicate the need for additional ~ross sections . Warn1n~: The conveyance ratio 'u~stream con~e;ance divided bJ downstream conveyance) is less than (·. er ~reater than 1 .4 . This ma1 :nd1cate the need fo1 additional cross sections . FIVER: 11a1n St em PEACH: ~1~named Tributar INP1.1T [·escr ipt1:'.'.: Stat1011 El~~at1oi1 49.'7 [( .. : •. l < 153. - 2(•7. ;9 2 €2 • l~I l 31 '.;:. 5-3 357 .61 375 .€3 383 . 18 389 .69 396 . 51 409 .5-l 4 4 0. 42 459.34 4 68 . 19 490.83 548 .5~ 588 .57 646 .22 704 . 49 713 .62 723.ll 731 .62 ,;1).:•. 95 2 ~~. ~ 3 .;.91 . ";..: 2S9. f 283 .43 218 273 .78 2;:;q_;:i1 272 . -13 274 .7€ 282 287 .96 292 294 294 .47 295 .82 296 .0-l 301 .22 306 308 L·;;i ta .Sta l 9. 7.; l ·)~. '." 1 c. ;". -4 : l • .. -:~ :1..;. 93. jf.J . '7f . 42 3 ;:: : 98 39(1 . ('7 !.Cl::-:::s 435 . .J1 45t_I . 34 46(1.42 470. 11 498 . 72 568 .07 595. 2il 651 . 7.J 705 .99 715 .03 723. 6 742.57 num= &le'' .J•''' .:. S.1 .. 2 :'9. r ·• -.;5. l' ?.77 .49 273 .55 2i:;o. ar. 273.3 282 .72 289 . .J 1 292 .f 294 . 16 294 . 5 € 29C, 297 . (18 3(12 3(16 . 28 309. Manning's n Va lues num= l•.•'..< i ~ .. :: .J '.-::. "7 8 Jr. l1 3,;. 24 ~.~1 l . 14 Ji"1i"1 r.c., 44£..i!f. -151 . 35 46~.33 473 .5' 504 84 SC:·j . .3.J 01 t 659 , 2 L 7(17. 84 71€. 51 725.€7 745. (I~. Sta n Val Sta n Val Sta .1 389.34 .06 446 .86 .:. .::._. \_- ?:7.- 2'4 > l . 69 :-c. 2':2 . 86 2 "".',·,. ~..:; 27j.7 27f .67 284 26:9'.82 293 .29 '.2(}.J . 10 294 . 86 29£·. 14 29i 3(12 .8 j(l/. 33 31)9 . 30 n Val .I St.:i :-1 . ::>-I 12°:•. ,- l d . 42 2 31':. i - 3 4 L . 57: r 3 . ;. 3-.: •) • 387 .. : € 392 . ~L. 4n1 .~:~ 447 . 19 4515 .35 4 £3. 14 4 74 . 0::9 515. 14 569. l E 620.53 671. o: 7013.68 718 .96 725.97 Elev Z69.05 ZB6 .€9 .:. 83. 9c., .:.b(• 214 .9~ 272 212 213.95 28(! 2H . 55 290 293.65 294 . l 8 295.)2 296 .5 2%.46 3(14 307 ,36 Sta . .:, 5 9S.€6 l 14. 12 2(•:!. 3-: 2 4 ~. •)7 : 93 . 4 5 3S.:.. 31 3 75. 17 38'.::.59 389. 34 394. 1)5 411H 7 4 447.26 458.45 465.29 477.3 528 .4 577.4<· 634 .42 663.35 711.36 722 .17 730.5 Bank Sta: Left Right 389.34 446 .86 Lengths: l,eft rhannel 141.ltt} 179. 76 Right 70. 4 B Coeff Contr . .l CROSS SECTION OIJTPUT Profile Hl E.G. Elev (ft) Vel Head (ft) W.S . Elev (ft! Crit W.S . tft ) E.G. Slope l ft/ftl Q Total lcfs) Top Width I ft l Vel Total lft/s) Max Ch! Dpt h I ft ) Conv. Total (cf s) Length ;Jtd. (ft) Min Ch El (ft ) .~lpha f rctn Loss (ft) c ~ E Loss (ftl 278 . 17 0. 23 277 .94 .002585 1238.00 69. 99 3. 64 8. 07 2434 9. l 155. 77 269.87 . 09 (1 . 79 .06 Element Wt. n-Val . React. Len . {ft) flow .n.rea (Sq ft) Ar ea (sq ftl flow (cfsl Top i•Jldth (ft) A·;g. Ve!. (ft/s) Hydr . Depth (ft) Conv . (cfsl Wetted Per . (ft) Shear llb/sq ft) Stream Power (lb/ft sl Cum ~olume (acre-ft) Cum SA iacresJ Left OB 0. 10(1 141 . 04 12. 01 12 . 01 12 .71 6. 07 l. 06 !. 98 250 .0 7.24 0 .27 0.28 0.04 0. 02 Ele•; .:. 9l.;: l .:. ~,4 . .: ~ 28C."il .:.OC. 2(, 283.t:l 27 q . 3? 2-4 271 .18 272.23 274 26 l. 41 2Bl 290. 27 293.85 294 .2g 295. 61 296. 2€ 30(1 3t)5. 54 307. B4 Ex pan. .3 Channel 0 .0€-0 179.76 314 . 62 314 . 62 1210.39 57 . 52 3 .85 5. 47 23806.l 58. 91 o . 86 3. 32 0 . 81 0 . 14 Right OB 0 .10(1 70. 4B 13. 52 13.52 14. 90 6. 40 !. 10 2. 11 293.0 7.6e 0 . 28 0 . 31 0 .12 0 . 04 \-Jarn1ng: The velocity head has changed b·_; more thei.n 0 . 5 ft 10 .15 m1 . This may indicate the need for additional cross se,·tions. Warning: The conveyance rattv {Upstream conv~1ance d1v1ded b~ downstream conveyance) is less than ,;. ,_,lli::=olo:::l li10J1 i . .;. Ti1J..:J' 1:,01 .1.11J1....:ot-:: L!1-:: 11-=:cJ fv1 0JJ1LJ.vl1ol Llv.:J'::> ::>.::1..-LJ.Vl•.:J'. CROSS SECTIOH P.IVEP: Main Stem RE.ll.CH: Unnamed TriCutar lNPlJT Description : Station Elevation Sta Elev 0 301. 34 70.36 298 .23 117 .3 296.42 148.65 295.1 194 .07 294 248 .65 292 .4 322 .67 290 370.21 288 .03 388 .74 287 .08 408 .28 284 41 2.34 279.87 41 7.55 27 4.23 421 .67 271.42 Data Sta 26. 2 74 .73 123 .64 167.71 198.54 273.€5 324 371 . 28 400. 77 408 .9 41 4 .11 41 8. 15 422.63 num= Elev .JOO . 03 298 . 09 296.29 294 . 78 293.91 291. 72 289.95 288 286 283.36 278 274 .07 270.69 l ·10 Sta 26, I 'CJ 76.61 127 .8; 173 .65 412 .El 278 .69 331.86 374 .42 403 . 37 410 . 28 414 . 91 418 .37 423.53 Elev 300 29EI 296.09 294 .56 293.53 291 . 57 269.59 287 .92 2 8 5 . 64 282 277 . 13 274 270 Sta 2-.36 91 129.!36 193 .~6 21-.83 311 .33 34 5. 19 380 407.01 41 2. 15 415.96 420.24 424.67 Elev 299. 96 2 97 . 3 7 296 294. 01 293 . 4 290.37 288.91 267.74 285.22 280. 07 276 272.51 269 .2 Sta 4 !:I . 64 98 . 64 14 l. 92 193.99 223.65 321. 52 351.95 384. 98 407.73 412.22 416.79 420.9 4 25. 59 E:lev 299.33 296. 98 295.43 294 293.24 290. IJ4 288 .€ 287. 4 6 284.53 280 275.09 272 2f6 .6 42€. 4 33. 451. 9 4 ~ c:. 4 4S'-. ::;: 1. - 5 ;J ~ • 9 --'·. 3 -· 4. '". 5 .06 4i~.4 ,, .24 439.4 2'2.1 -.99 459. :,3.£ ''= .J92.. 'L.7 2~0 .13 498.0 :~0.3 :~4 -~4 542.0::1 275.1.1 -'=~ 551 .2~ 2& -··· 5i!.4i 29 :~:;.i:-1 ~9-. -..i ~93. :.9..i -:c .. r :94.(•:z :;:c-4_::.c. -~:.~·} '.::95 .(•€ 44 4' 49 5(1 . ..j ~· 53 . -12 5 3. c, c 4 . (1~ £9 . 32 '2 -~ . -- ' c . Io 471 . 1 "' 275. 279. (1 :8•). 2d5. 28 j . :zq.). 2 93. 294. I• : 95 . .-,;. :9c .. 433.21 411 a. B3 II ""i 1. 31 ~93 .33 :.:•4 . 311 531.s: 5€ .... 5 ~ 59..;.-; €52 . -.:'1 . s -..j(l. ~ 'I;. 4 -e._59 1 9 . 10 :· l . 35 :.;c ..,;. ; 53 29•).:: 7 : ~,3 -I? : "". c < : ~,4 . .: 3 4 3 . :;J 4:; -q -I l. :> 497 5·:·"". 53 54 c. 51 ::,; 3 . c.s c.21_1 . oi:. (""-I . 1"' .L :..:-1 _ 9') : , :. . <·.J . 1)& .(Jl .21 28(· 282 :~Sr . €-9 291.96 £. Si3 . 84 ?Si3 . 94 Z94.o ?96. 91 .:: -:-s-;. :.~q .• ~ "'"9--; 11 :.c. 2~:; •• , ~9?.(15 ~93.44 ~(·~· ;.-,,,_q :.9;:_:1 3(•2 :'.-."" ]1)).17 ".'"9. Har.ning'::. 11 --.~dues num= St-3 1, .,cl 2tet .._'al Sta r. '·:il .l 1 ~~'.1 .u .0~ -!~~-~· f!'::l!•l $ta: L'=U. J.'i~l.t -1:".~: 133.3::- Lengths: L~r: C.:hannel -13.l 32(1..;_4~ f<l';!'ht ';.•).€1 CR·:iss SECTJ;JJJ r)l.'TPl_IT Profile ffl E.G. Elev !ft \'el Head ift• \·l .S. Elev (ft, <:rit W.S. (ft1 E.G. Slo~e lft/ftl Total (cfs) 277 . 3.:. (J . 79 276 . 53 275 . 4(1 (_I. Ol 4t)03 1238. (l(l 61 . 61 5 . 45 .93 10461 . 9 Element 1:/t . n-Val . Reach Len . ·ft; flow .I:\ r e a (sq t tJ .Ii.rea (sq ft F'low (cfs· Top Widtt1 (ft) P..vg . Vel. (ft/si Hydr. [lepth (ft J Conv. (cfs; ~Jetted Per. !ft, Top Width (ft:} \!el Total (ft/s) Max Chi Dpth I ft) Conv . Total (cfs) Length Wt:d. rft) Min Ch El (ft) Alpha Frctn Loss 'ft) Cl E Loss tft\ 268 .60 1. 72 Shear (lb/sq ft) Stream Power llb/ft s) Cum Vol ume (acre-ft) Cum SA (acres i SUMMARY OF M.1\NNING 'S N VALUES R1 ·:E:r :Main Stem Reach Pnnamed Tributar Unnamed Tributa[' Unnamed Tributar Pnnamed Tr ibutar l.fnnamed Tr1butar Unnamed Tr ibutar Unnamed Tributar Unnamed Tr ibutar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar llnnamed Tributar Unnamed Tributar 1Jr111amed Tributar llnnamed Tribur:ar Unnamed Tributar 11nnamed Tributar Unnamed T['ibutar !.lnnamed Tributat Unnamed Tr1butar r.r11named Tributar rrnnamed Tributar 1.rr,r;amed Tr ibutar IJr111amed Tr ibu1.ar llnnamerl Tr ibut.ar ·1nnamed Tributdt r_1nnamed Tributat llnnamed Tr1butar !Jn11amed Tributar IJnnamed Tributar IJnr,amed Tributar l-1nnamed Tr ibutar Unnamed Tributar Unnamed Tr1butar '-'nnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr ibuta r Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr ibutar Unnamed Tributar River Sta. 8278 8201 8144 7995 7943 7884 7794 7588 7448 7406 7405 7404 7403 7331 715'1 7083 61363 6650 6480 6311 624' 620·) 603i St 62 s--c 550.) 5-135 52:;6 5165 511 < 5024 II 9(16 4 818 11'1€ II 5117 4456 4 401 4289 4 207 4106 4066 4029 4019 3965 3915 nl Culvert Culvert .I .I .l .I .1 .I .I .l .1 .I .I .I .I .I .I .I .I .1 .I .1 .I .I .I .I .I .I .! .I .I .l .I .I .! .I .I .1 .1 .I .l n2 .06 .06 .06 .06 .06 .Ol .06 .06 .06 .06 .06 .06 .06 . OE .OE . OE .OE .06 .06 .tJE. .OE . nt: .06 . -16 .Jf .rH . UC . (If . Q( .n6 .06 . 06 .06 . 06 .06 .06 .06 .06 .05 .05 .06 .06 n3 :: .. :.-1 9•)(1. -)1•4 . 3cl r.:oei f r.:or.tr. I .I .I .I .I .I .I .I .l .I .I .I .I .I .I .I .I .! .l .I .I .I .l .l .l .I .I .) .l .I .l .I .I .I .I .I I .I .1 .I .I .I Left ·)8 0 .10( 13 .~1 13.2i 35. 17 5.43 2 .65 2. 44 297.2 7 . 17 !. 62 4 .28 n4 .I Expan . . 3 Channel (1 . (1£.0 '1(. 84 76 . 84 691. 17 12 . 4 3 .99 6 . 18 5840 .9 14 .29 .70 42 .28 n5 Right ·:iE 1).}(1(1 136.93 l j6_ 93 511. C·C. 113 .75 3 . 74 3 . 13 4323.8 4 4 . 2(J . 71 10 . 12 Main Stem -Proposed Conditions Unnamed Tributar Unnamed Tributar Unnamed Tributar '-1nnamed Tributar Unnamed Tr ibutar Unnamed Tributar Unnamed Tr1butar 1_1nnamed Tr1butar Unnamed Tributar River: Ma11, Stern !Ir.named Tr1butar !Jni,amed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tr1butar !Jr.named Tributar Unnamed Tributar Unnamed Tr1butar r.inn.oim~ri '!'rthut.oir Unnamed Tr1butar Unnamed Tributar Unnamed Tr ibutar Unnamed Tributar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tr1but ar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tr ibutar Unnamed Tr1butar Unnamed Tribut a r Unnamed Tr ibutar Unnamed Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unname'.J Tr1butar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar U111101111::: ... i T1 iliutc1t Unnamed Tr1butar !Jnnami; l Tributar 3914 3912 3911 3893 38(•5 3c; 17 3531 P1ver :3ta. ~2(•1 B 144 7 995 '943 -,:..;;.4 7194 7588 14~B H06 7405 74(14 7403 7331 7154 7083 6863 6650 6480 6311 6244 6200 61J33 5862 577€ 5563 54 35 5286 5165 5114 5024 4906 4818 4716 4 547 4456 4401 4289 4207 4106 4066 4029 4019 3965 3915 131 ~ 391;: 3911 3893 3&05 3617 3~3 ! ; 38~ '208 Left .1 .1 .1 .1 .1 .1 .1 .1 .1 -. 14 .:. ~\. -l 5 11.:.. 15 -:.:1. l' -9.51 Culvert .204. 5 86 .5: 311. 20. 15 1-P . 62 65. 31 79. 02 53 .26 24 .25 135.93 16. 7 1 o. :rn 52.9 85 . 15 121. 6 22 .57 .58 .33 1. 12 6 .25 10.96 43 .96 5~.69 liS .39 17.78 42 . 17 19. 2 16 .75 19.38 59.82 41 48 .3 Culvert 58 13 .66 .28 2 .56 .28 3e.4 4 3. 95 151. 91 11 s. 42 (...). i 0 l•ll .!J4 13. 1 .06 .04 .1)4 JJ.:i .1)\: .•)(. • L)C . 1)(. . 0.:: Channel 77 . 4: 1-iS:.l 206.4 139 .79 41 . a;: 1.14 1 .16 .17 71 .31 176 .9' 71.20 220 .19 2 12 .41 170 . 73 168 . 44 67 . 44 43 .42 167 .27 171 .23 86.3 212 .91 127 . 4 8 149 121 . 4 51 . 14 89.12 118 . 1 88 .07 102 . 68 168 .67 91. 4 7 54 . 13 112 .36 81.78 101.22 36 47 54 so. 04 .02 .05 1.02 18.49 87 .39 188 .43 86 . 19 l-E .3o 179 .76 3208. 4<l Sl.Tt1l·U·.P'1' .JF' CONTR."'.CTI<-jf.j' ,;J.J[• E:·'.f-.UJJSF1!1 c·Errr:..:IENT.S River: Main Stem Pea::h Unnamed Tributar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tr1butar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tributar Unnamed Tr1butar River Sta . 8278 &201 & 144 7995 794 3 7884 7794 7588 7448 "406 7405 7 404 Contr. Culvert .l .I .1 .1 .3 .3 .1 .1 .1 .1 .1 Ex pan . 3 .3 .3 . 3 . 5 .5 . 3 .3 .3 . 3 • 3 .l .l .I .1 .1 .1 .1 .1 .1 83 . C-3 126.83 }Ct,\l 1 . o: l . .:15 . (15 94 .12 131 . 81; 17 .5S 74 .36 11 .44 45 .83 3e. 3 76 .61 52.89 55 . 07 1. 51 .89 .9' . 42 148 .75 225 .76 10 .71 53. 4 6 28.33 6.66 35 . £!:1 17 .89 4 6 . 4 5 65 . 4 5 159 . 24 13 .36 16 . 02 34 47 59 170 . 23 1. 62 3 . 25 .62 ti2 . 83 66 . 87 l .}6 . 14 a.ti . 0..J h.O . .t·l ) • ..j s c,1 • Cl .1 .1 .1 .1 .1 .1 Main Stem -Proposed Conditions Main Stem -Proposed Conditions 1_1nnamed Tr1butar 74 .l Unnamed Tr1butar 73 .l Unnamed Tributar 71 .l Unnamed Tributar 7·) .] 'Jnnamed Tributar ::-: .l I.Inna med Tributar c.: rJnnamed Tributar C4 Unnamed Tr ibutar d .l l_lnnamed Tributar c:;: .l Unnamed Tr ibutar .:2 .l 1.lnnamed Tributar c>·· .l T)nnamed Tri bu tar " ·' 'Jn named Tt ibutar .1 1_1nr.amed Tri bur a:-:;:;.: .l t_lnnamed Tributar c43 .l 1_1r:named Tributar 52 ~ .l 1_1nna:ned Tribut.:i.t :1.: .l l_lnneimed TriLutar cl: .1 Unnamed Tributar s-:•: .1 Unnamed Tr ib1Jtar .1 .3 r,;nnamed Tt ibutat -i-71 .1 Pnnamed Tr ibuta t 471 .1 .:' !Jn named Tri!~.ut.dr .} 5~ .1 .. Unnamed Tri bu tar ~ 4:: E: .1 . 3 l.1nnamed Tr1butat 4 4•:•1 .1 . 3 1_1nnamed Tr ibutar ~:ss .1 Unnamed Tr ibutar -12(1""' .1 .3 Unnamed Tributar 4 lOC .l .3 Unnamed Tr 1 but a r 4066 .3 .5 Unnamed Tr1butar -l(129 Culvert l.1nnamed Tributar .:jt)l 9 3 . " Unnamed Tributar 39l5 . 3 .5 Unnamed Tributar 3915 .1 . 3 Unnamed Tributar 391.!J .1 .3 Unnamed Tributar 3912 .1 .3 Unnamed Tributar 3911 . 3 Unnamed Tri bu tar 3893 .1 . 3 Unnamed Tr ibutar 3805 .1 . 3 Unnamed Tributar 3617 .1 .3 Unnamed Tr1butar 3531 .1 3 Unnamed Tributar 3388 .1 . 3 Unnamed Tr ibutar 3208 .l • 3 Tributary 1 -Existing Conditions ---- HEC·RAS Plan: Existing River: Tributary 1 Reach: Reach 1 Profile: 1 % ~~--~~~~-.f-~:~~~sia=~~-=~~::~~_Fii(~f--t ~i~f-§q]V.~~iii+~C'.~~iM·.?_.·· .r:§:~~~1~v ·Reac~_1 __ .. J.'.5.~1 ;1.'fo __ ·-· . 182.00 296.00 299.83 299.06 299.92 ·Reach 1 '1487 ,1.'f~---·-·-····· 182.00 295.06 299.57 298.21 299.67 ·Reach 1 i.1.408 1% 182.00 295.68 299.17 298.84 299.26 ·Reach 1 ·1212 •1% 182.00 293.22 299.07 295.55 299.08 ·Reach 1 '1"()87 1% 182.00 296.08 298.59 298.38 298.93 •Reach 1 , 896 , 1 % 293.00 290.13 293.54 293.33 294. 14 Reach 1 :·aa:i 1 % 293.oo 289.36 293_09 292.11 293_20 .Reach 1 '128 1% 293.00 288.79 292.79 291.82 292.90 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 Reach 1 605 396 •247 154 81 24 1% 1% .,% 1% 1% 1% 293.00 293.00 293.00 293.00 293.00 293.00 287.57 286.02 284.71 284.52 284.17 282.84 291 .14 290.08 288.27 287.97 287.11 285.92 291.14 288. 77 288.12 287.13 287.11 285.65 291.89 290.15 288 93 288.04 287.55 286.24 _E.G._?_l?e~... Vel Chnl (ft/ft) (ftls) 0.006565 3.20 0.003427 2.69 0.013784 3.02 0.000276 1.02 0.026940 4.75 0.024062 6.45 0.005013 3.30 0.00411 3 3.24 0.034284 0.005039 0.038489 0.004267 0.055441 0.020031 7.36 3.05 6.54 2.67 6.48 5.32 Flow Area (sq ft) 93.99 95.71 90.60 209.28 41.59 56.09 143.88 153.91 51.76 182.46 44.82 174.98 64.15 83.41 T~p Wi~th (ft) 64.28 73.09 101.31 80.16 40.95 42.68 87.95 93.89 41 .60 120.88 26.96 112.67 63.90 78.53 Froude #Chi 0.35 0.29 0.50 0.09 0.74 0.76 0.36 0.33 0.85 0.33 0.89 0.32 1.03 0.68 c 0 ~ > Q) w ·( 300 ·· 298 1 I 296 ~ I I I 294 -l i 292 -i 290 288 : 286-t/' 284 282 0 ····· 200 Trib One to Unnamed Trib to White Creek ..... 400 600 Tributary 1 Reach 1 .... -··· .. ~·· 800 Plan: Existing Conditions 6/12/2008 1000 1200 Main Channel Distance (ft) Legend , .. .-· EG 1% ···."······ ws 1% Crit 1% Ground 1400 1600 Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan-Existing Conditions 6/12/2008 r<---· .1 ;. .1 ,, -.{ .1 .1 320 I 0 Legend 312 0 Legend 6 6 ( EG1% 310 EG 1% 315 ~ 308 ws 1% ws 1% 310 \ --·---·-·-········· Crit 1% 306 Crit1 % s ~ I c Ground c 304 Ground 0 0 ~ • ~ • > Bank Sta > 302 Bank Sta Q) 305 Q) w w \ 300 298 300 i 296 295 ---' 294 . 0 100 200 300 400 500 0 50 100 150 200 250 300 350 400 Station (ft ) Station (ft) Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 1..::---.1 :-;\06~< .1 _ __,, + .1 :--;_05:---: .1 310 ! Legend 315 -Legend -------.................... 308 ; EG 1% EG 1% 310 306 , ws 1% ws 1% .. --··-···· .. ··-···-···-····· 304 Crit 1% Crit 1% ~ ~ 305 c Ground c Ground 0 302 · ~ 0 ~ • ~ • > Bank Sta > Bank Sta Q) Q) 300 w 300 w 298 - 295 296 I 294 : 290 0 50 100 150 200 250 300 350 400 0 100 200 300 400 500 Station (ft) Station (ft) Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 +-----.1--. --· 'T'.OEY..+-----.1--+ ..c-1 .1 3 1 2 ~ -Legend -310 0 Legend I -------6 310 . EG 1% EG 1% ' 308 ' WS1% 305 " ws 1% 306 Grit 1% Crit 1% s ~ c Ground c Ground 0 304 I 0 300 z • z • "' Bank Sta "' Bank Sta > > Q) Q) w 302 w 300 ; 295 298 296 290 0 100 200 300 400 500 0 50 100 150 200 250 300 350 Station (ft) Station (ft) Trib One to Unnamed Tnb to White Creek Plan: Existing Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 .1 ;. .1 -+ ··. 1 ·( .1 315 0 Legend 315 0 Legend 6 ---------------·-6 310 EG 1% 310 -EG 1% ws 1% ws 1% 305 Crit 1% 305 -Crit 1% ~ s c Ground c Ground g 300 • 0 300 -z • "' Bank Sta "' Bank Sta > > Q) Q) w w 295 295 290 290 285 285 0 100 200 300 400 500 0 100 200 300 400 500 Station (ft) Station (ft) Trib One to Unnamed Trib to While Creek Plan: Existing Conditions 6/12/2008 .. : .1 ·( .1 _,_ 315 . 0 Legend 6 310 EG 1% WS 1% ···············-··-·········-···· 305· Crit 1% ~ c Ground 0 300 :;::; • cu Bank Sta > Ql w 295 290 285 0 100 200 300 400 500 Station (ft) Trib One to Unnamed Trib to While Creek Plan: Existing Conditions 6/12/2008 .!.-.1 H .06H .1 ---------~ 315--j Legend 310 EG1% ws 1% 305 Crit 1% ~ 300 c Ground 0 ~ • Bank Sta > 295 Ql w 290 285 i 280 0 100 200 300 400 500 600 700 Station (ft) ~ c 0 :;::; cu > Ql w s c 2 cu > Ql w Trib One to Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 ... .1 .1 315 0 6 310 305 300 295 · 290 285 0 100 200 300 400 500 Station (ft) Trib One lo Unnamed Trib lo White Creek Plan: Existing Conditions ·< .1 315 310 305 300 295 290 285 280 0 200 0 6 400 Station (ft) .1 600 600 6/1212008 800 Legend EG1 % WS 1% Crit 1% Ground • Bank Sta Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Trib One to Unnamed Trib lo White Creek Plan: Existing Conditions 6/12/2008 Trib One lo Unnamed Trib to White Creek Plan: Existing Conditions 6/12/2008 ·< -.1 )· .1 -)>, ., .1 )-.1 315 ; 0 Legend 315 0 Legend 6 6 310 EG 1% 310 EG 1% ws 1% WS 1% 305 305 Crit1 % Crit 1% :S 300 . ~ 300 c Ground c Ground 0 0 "" • "" • cu Bank Sta cu Bank Sta > 295 > 295 QJ QJ w w 290-290 285 285 280 -280 0 200 400 600 800 1000 0 200 400 600 800 1000 Sta tion (ft) Station (ft) x HEC-RP.S Ver sion 3 .1 . 3 Ma y 2005 U.S. Army Corp of Engineers Hydrologic Engineering Center f.09 Second Street Davis, California XX XI.XX xx xx xx xx xx x x I. x i'. x x x \XX:Ol'.XY. x;:xx x xxx xxx:< xx xx xx x x x x ... x x x i'.XXXi~X xx xx x PROJECT [iATP. Pro)ect Title : Tr1b Cne to Unnamed Tr1b to White Creek Project File Trib_one .prj Run Date and Time: C./12/2008 7 :03 :21 PM ProJect in English un1ts Project Description: XXXA x xz:--:x xxxxx Floodplain Analysis for Texas .n..&M University Student Housing Complex College Station, TX Tributary to White Creek KHA revision 06/13/2008 JCH Vertical Datum "" Nl\VD88 This purpose of this project is to complete a no-rise analysis for a proposed culver t crossing to serve phase II of 2818 Place . This model will update previous model s for this stream. Existing conditions modeling per LOMR request by Dodson and Associates, Inc. PLl'.N DA.TA. Plan Title: Existing Conditions Plan file k o \CIVIL\64 311009-Place 2818\Hydro\HEC-RAS\TR!Bl \Tr ib_one. p05 Geometry Title: Existing Conditions Geometry F'i le k: \CIVIL\ 64 311009-P lace 2818\Hydro \HEC-RAS\ TRI Bl\ Tr ib _one . g04 Flow Title Flow File Existing Conditions Flows k o\CIVIL\64311009-Place_2818\Hydro\HEC-RP.S\TRIB1\Trib_one .f03 Plan Description : Existing conditions for the project site. The existing conditions of the site show no development in any area . Used mixed flow regime because some portions of the stream were defaulting to criti cal depth. Plan Surrunary Information: Number of : Cross Sections Culverts Br1dges 14 Multiple Openings Inline Structures Lateral Structures Computational Information Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations Maximum difference tolerance Flmv tolerance factor Computation Options 0 . 01 0 . 01 20 0 . 0 .001 Critical depth computed at all cross sections Conveyance Calculation Method: .n.t breaks in n values only Friction Slope Method: Average Conveyance Computational FlovJ Regime: Mixed Flow FLO>l DA.TA Flow Title: Existing Conditions Flows 0 0 0 Flow Fi le k o \C f Vl L \ 64 311009-Place_ 2818\Hydro \HEC-RA.S\ TRI Bl\ Tr ib one . f 03 flow Data (cfs) River Reach RS 20 0 . 2 Tributary 1 -Existing Conditions 10 Tributary 1 -Existing Conditions 1541 Tributary 182 Tributary 293 Reach 342 Peact1 555 112 172 Boundary Conditions River Tributary Tributary TributarJ TributarJ Tr ibuta r1 Tr ibutar. Tributary Peach Reach ?eact-1 Reach Peach Reach Rea:::h Rea"'h Pro fl le 10 4 •). 2 Geometry Title: Existing Conditions Upstream Cr it ;,.cal Cr i ti.:al Critical Critical Critical Cr .it.;.cal Crit1.:.:al Geometry File k:\.CIVIL\64311009-Place 2818' Hydro\HEC-RAS\TR!Bl\Trib_one.g(J.,J CROSS SECT ION RIVER: Tributary REACH' Reach l INPIJT Description: Station Elevation Sta Elev 0 315.43 67 .41 313.42 100 .72 308.35 134 .52 306.48 151.21 304 168 . 01 302 179.39 301 .23 184 .26 300.45 187 . l 300. 69 188 .53 300.59 190.34 300.51 192 . 82 300. 4 6 194 . 32 300. 4 3 197 .01 299.63 203 .51 298.31 209 .77 296 2 19 .85 298.87 261 .59 299.95 282 .34 302 .4 312 .05 303.64 326 .67 306.41 346 .09 310.07 389 .67 313.17 Manning 's n Values [1ata Sta 13. 64 70.84 102. 06 137 .52 153.33 174 . 82 179.55 184 .< 5 187.22 188 .96 190.76 193 .56 194 . 39 198 .39 203 .99 211 .67 245.79 261 .94 293 .64 314 . 49 331. 79 354. 32 390. 97 Sta n Val Sta .1 206 .68 Bank Sta: Left Right 208.68 219.85 RS , 1541 num= Elev 314. 08 313.28 310 306 303. 17 301. 54 301. 21 300. 4 6 300. 41 300.56 300.5 300.45 300. 4 3 299.06 298 . 4 5 296.23 298 .03 300 303.29 304 307.38 31 1. 05 313.23 num= n Va l .06 115 Sta 33.61 72 .18 110.63 139. 62 164.58 178. 84 183.6 184.77 187. 4 9 189.14 191. 4 8 193. 67 195.06 198.84 205 .17 212 .5 247.86 262.48· 294. 84 320. 02 335.14 357. 63 405.73 Sta 219.85 Elev 314. 63 313 .13 307. 4 4 304 . 4 302. 32 301.26 300. 44 300. 4 6 300. 43 300. 54 300.49 300.45 300 - 4 2 298.88 298 .77 296. 3 298.l 300.11 303.34 305 308 31 1.22 314 n Val .l Lengths : Left Channel 98 .77 53 .99 Sta 46 .74 80 .67 118 . 62 144 .35 166.7 178.97 183.8 186 .28 187 .81 189 .28 192 .05 193 .77 195. 36 200.2 206 .34 213 . 12 248 .56 276 . 77 299 .61 324.2 344 .58 381 . 77 408 . 14 Right 35.03 Elev 314 .02 312 306 .21 303 .95 302 .06 301.25 300 . 4 4 300 . 7 4 300 .45 300 .53 300 .47 300 . 4 4 300.3 298 .33 299 .09 296.39 297.96 301 .96 303 .38 306 309 .81 312 .71 314.l Sta 47 .26 91 . 12 120.9 150. 49 167 . 26 179.15 184 .08 186.57 188 .19 189.85 192. 7 193 .87 196.18 201.56 208 .68 213 . 21 248.8 278 .58 307 .03 325 . 13 345.6 382 . 18 411. 53 Coe ff Con tr. .l CROSS SECT!Oll OUTPUT Prorlle #50 E.G . Ele·; lftl ·:el H~u.:! 'ft) tV .S . Ele•1 fftl Crit t-1 .S . lftl E.G . Slope lft/ft) ' Total c:rsi Top V11dth lft) 'Jel Total I ft/s) Max Ch! [.'plh f f t J Conv. Tola! fcfsl Lenglh WLd . !ft ) Min Ch El I ft) .~lpha Frctn Loss {ft) c & E Loss <ft) 299 .07 0 . C'""' 299 .00 298.22 0 .006235 70.00 53 .88 1.57 3 .00 886.5 54 . 21 296 .00 l . 91 0 . 16 0 .01 Element \·}~. n-'.'al . Reach Len . (ft I Flow P..rea ~sq ftJ Area (sq ft) Flow (cf s Top ~Hdth (ft) . .l\vg. Vel. (ft/sl Hydr. Depth iftl Conv . c fs) t-letted Per . (ft) Shear !lb/sq ftl Stream Powe r (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) t-larn ing: Divided flow computed f o r this cross-section. Left OB 0 . l":'IJ 98 . 77 54 4 . ~-1 7 . ..j s u. Bl 0 . € 1 46 .9 7 .85 0 . 23 0 . 18 0 .11 0 .23 Elev 314 308.53 308 304 .09 302 . 04 301.24 300.45 300. 72 300.61 300.51 300. 46 300. 4 4 299 .96 297 .77 299 . 74 296 .42 298 302 302 .78 306. 15 310 312 .74 314 .32 Expan . .3 Channel o.oc~ 53.99 19.89 19. 89 4q _o7 10.95 2.51 l. 82 632.9 13.67 0.57 1. 42 1. 24 0 .69 123 19B [10;-mstream Normal 1). l~ormal (1 . Norma 1 = (1 . Normal (1 . tlormal = •i . Norm~1 S = ('. llormal 1J . Right OB J .i 00 35 .03 20 . 2€ 20 . 2.-: 16.3, j5 .48 1Le1 U.57 206.8 35 .59 0. 22 o.1e o.oa 0 .14 t-Jarning: The conveyance ratio (upstream conveyance divided by downstream conveyanceJ is less than 0 .7 o r greater than l .4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H20 E.G. Elev If ! Ve! Head (ft) w.s . Elev lf tl 2 99. 4 6 0 . 07 299.39 Element Wt. n-Val. Reach Len. (ft) Left OB 0.100 98 .77 Channel 0 .060 53. 99 Right OB 0 .100 35.01 14 € 1 £4 235 265 Crit vl .S. lftl E.G. Slope lft/ft ) Q Total lcfsl Top Width (ft) Ve! Total (ft/s1 Max Chl Dpth (ft) Conv . Total {cfsi Length Wtd. lfti Min Ch El (fti P.l~ha Frctn Loss (ft C £. E: Loss \ft: 298.67 .(105479 101. tjl) 58 .96 . 61) .39 14 4 5. 5 54 .59 296 .00 .78 (1• 18 fJ .(11 Flo·,., f.l.rea {sq ft; hrea ~sq ft) Flow 1c fs; Top Width {ft i P·.vg . Ve l. (ft/s~ Hydr. [iepth , ft Conv . (cfs) t·ietted Per. i Et Shear flb/s:i ft Stream Power ~b/ft Cum '/olume lac:re-ft' Cum SJ ... !acres: Warning: Divided flow computed for this crcss-sect1on . .95 .95 . 32 .83 . 92 . 61 ~.9 . 37 .2( ... :1 ,· •. 22 r,. 32 24.23 24 . 23 63 .BO 11 . 07 .63 .19 662. o 14 . 08 0 .59 .55 . 4f (!. 73 34 .74 34 . 74 35.87 3&.01 l. 03 .91 4H .£ 38. 2(1 (•. 31 .:·. 32 (t. 14 l). 18 Warning: The conveJance ratio lupstteam conveyance di·:1ded bJ dNHistream cor.veyancei is less than 0 .7 or qreater than 1 .4 This 1na~· indicate the need for additional cross sections. CROSS SECTION ~JTP~T Profile ~10 E .G. Elev {fl1 Vel Head {ftl W.S . Elev (ft) Cr1t W.S . {ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft\ Vel Total (ft/s) Max Chl [1pth (ft) Conv . Total tcfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss {ft) C & E Loss (ft) 299.Sf, 1_1 .IJi'.\ 299. ·19 296'.?i;. . 00588(1 1?3. 1)0 60. 2(1 .69 3. 4 9 16\)q . 0 54 .72 296.00 l. 75 0. 20 o. 00 Elemer,t Reach Len lft) Flow .i.1.rea (sq ft1 P.rea (sq ft) Flow (cfsJ Top Width I ft P..vq. Vel. lft/sl Hydr. Depth <ft) Conv. (cfs) Wetted Per. (ft) Shear llb/sq ft) Stream Power (lb/ft sJ Cum Volume (acre-ft) Cum SA (acres) Wa r ning: Divided flow computed for this cross-section. Left •)8 (\. l 00 ~<:. 77 0. 92 8 . 92 8.85 1(1 .-ll 0. 99 I). 86 115 . 4 lo. 98 1). 30 0 . 30 0 .29 0 . 44 1..:hannel 1). IJOO 53.99 .... ~ 30 25.30 70.67 11.10 2.79 2.28 921 .6 14 .18 0.66 .83 .58 0.75 Ri-;lht 08 (1 . }(IU 35. (•3 3B . 4 3 36. 4 3 43 . 4 6 36 . 70 1.13 0 .99 567 . 0 38.84 0 .36 0 . 41 0 .16 0 .19 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H4 E.G. Elev (ft) Vel Head I ft I W.S. Elev (ft ) Cnt W.S. (ft ) E.G. Slope lft/ft) Q Total (cfs) Top Width I ft ) Vel Total lft/s) Max Chi Dpth (ft) Conv . Total (cfsl Length Wtd. lft) Mm Ch El lft) Alpha Frctn Loss (ft) C & E Loss {ftl 299 . 71 0 . 09 299.62 298 .93 0 .006314 14 6. 00 61. 91 1 . 81 .62 1837.4 54. 94 296. 00 l. 70 0. 23 0. 00 Element Wt . n-Val. Reach Len. (ft) Flow .1:\rea (sq ft) Area (sq ft) Flow (cfs) Top Width I ft) Avg . Vel . lft/s) Hydr. Depth I ft) Conv. (cfs) Wetted Per. (ft) Shear llb/sq ft) Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SA (acres) Warning: Divided flow computed for th1s cross-section. Left OB 0.100 98 . 77 10.35 10 .35 11. 19 11. 21 l. 08 0 . 92 140 .8 11 . 82 0 .35 0 . 37 0 .36 0 .48 Channel 0 . 060 53.99 26.77 26. 77 79. 97 11. 13 2.99 2. 40 1006 .5 14. 31 0. 74 .20 .70 . 76 Right OB 0.100 35. 03 43.63 43 .63 54. 84 39. 57 . 26 1. 10 690 . 1 39. 72 0 . 43 0 . 54 0 . 20 0 . 2 1 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. Th1s may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile tt 2 E.G. Elev lft Ve! Head I ft) W.S. Elev (ft, Crit W.S. (ft) E.G. Slope lft/ftl Q Total lcfs) Top Width I fl) Vel Total ( ft/sJ Max Chl Dpth (tl) Conv . Total (cfsl Length Wtd. I ft M1n Ch El (ft P.lpha Frctn Loss (ft) C & E Loss (ft) 299. 81 0. 09 299. 72 299. 00 0 .006540 164. uo 63.23 l. 88 3.72 .20.l'. 9 55. 11 296. 00 1. 6' 0 25 o. 00 Element VJt. n-Val. Reach Len. (ft J Flow Area (sq ft l .D .. rea \sq ft) Flow 1cfs> Top ~·hdth {ft) _n_vg. Vel . (ft s Hydr. Depth ltt1 Conv. (cfsi Wetted Per . ft 1 Shear nb/sq fti Stream Po\vei:-{lb, ft s) Cum Volume (acre-ftJ Cum SA I acres) War ning: Divided flow computed for this cross-section. CROSS SECTION OUTPl!T Profile Hl E.G. Elev (ft) Ve! Head (ft) W.S . Elev (ft) Crit ~·l .S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width I ft I Ve! Total I ft/s) 299. 92 0. 10 299.83 299. 06 0 .006565 182.00 64. 28 .94 Element Wt. n-Val. Reach Len. (ft l flow Area {sq ft) Area (sq ft) Flow lcfsl Top Width lft) Avg. Ve!. lft/s) Lef l OB 0. l 00 98 .77 11 . 53 11 . 53 13. 14 11 . 83 . 14 •J . 97 1-2.5 12 . -18 (•. 38 -, . 4 3 1) . .::i 3 0 . 50 Left OB 0 .100 98 .77 12.82 12 . 82 15.42 12 . 17 .20 Channel 0 . 060 53.99 27.91 2.7 . 91 86.62 11 . 16 3. 11 2.50 1(173 5 14 . 42 n. 79 . 4 6 .79 .76 Channel 0 . 060 53.99 29. 11 29. 11 93. 21 11. 17 .20 Right OB 0.100 35.03 47 .70 4 7 . 70 6-1 . 04 rn . 24 l. 34 1.19 791 . 9 "0.40 0 .48 0 .65 0 .23 0 . 23 Right OB 0. 100 35. 03 52. 06 52.06 73 .37 40. 94 l . 41 Tributary 1 -Existing Conditions Max Chl Dpth {ft) Conv. Total cfs/ Length Wtd. ft) Min Ch El If ; .O.lpha Frctn Loss {ft) Cl E Loss (ft) 3 .83 224(;,3 55 .37 296 . 00 1 . 65 0. 26 0. (lfJ Hydr . Depth {ft) Conv. (c fs ) Wetted Per. I ft} Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume !acre-fti Cum S.~ (acres) CROSS SECT!(1N 1)1_!Tf'IJT Profile ~(t . 2 E .G. Elev (ft) Ve l Head (ft 1 Vi .S. Ele·~· (ft Cr i l :~. S . (ft i E.G Slope lft/ft) Q Total :::fs, To~ '•hdtt-, ~ft; Vel Total lft1si MaA Chl Dpth 1 ft Con\'. Total 1cfs Length Wtd. lft! Min Ch El (ft i Alpha Frctn Loss 'ft) c r. E Loss {ft) 3(11j. '5 fl. 13 3(11). 62 29Si . 53 0 .1)(16352 3.JZ . 1)(1 8: .C.lf.. 2. 31) 4. 62 4 lt)l. 9 57 .U3 296. 0(1 l. 62 I). 29 0 . 00 Element \Vt. r.-Val . Reach Len. / ft Flow il.rea (sq ft I P.rea ~sq ft) Flow 1cfs1 Top ~·Hdth / f t P..vg . \!el . (ft/s; Hydr. Depth 1ft; Conv. (cfsi Netted Per. (ft/ Shear !lb/sq ft) Stream Power ! lb/ ft s l Cum Volume (acre-ft) Cum SJl.. (acres) Warning: Divided flow computed for this cross-section . CP.OSS SECTION RIVER: Tributary REP.CH: Reach 1 INPUT Description; Station Elevation Sta Elev 0 309 .51 15.15 309 .57 47.Sa 309 .44 63 .82 309 .17 174 .43 302 .55 191.45 298.3 206.3 298.S 209.51 299 .12 223.63 299 .79 245.86 297 .86 253 .95 295 .06 262 .98 298 .12 291. 61 301. 8 307 .07 303 .01 324.91 305 .55 337.9 308 .48 Manning 's n Values Data Sta . 7 39 . 42 52 .26 65. 7 176.9 194. 71 206 . 69 217.86 223.69 247.47 258.29 263 .87 291 . 96 311. 74 32 6. 95 340 .39 Sta n Val Sta 0 .! 242 .47 RS o H87 num= Elev 309 . 51 309 . 68 309 . 37 309 . 14 302 .49 2 98 . 87 298 .84 299 .96 299 .78 297 .63 296 . 52 298 .65 301 . 84 303 . 4 6 306 308 num= 80 Sta 2.1 39.78 54 . 37 66. 11 178. 4 6 204. 67 207. 31 218. 67 229. 93 247. 57 260.73 264.36 293 315. 08 330 . 33 359. 96 n Val Sta .06 263 .87 Elev 309.52 309. 68 309.33 309. 13 301.74 298.66 298 .9 300. 04 299.42 297.59 297.35 298. 94 302 304 306.88 310 n Val .I Sta 3. 58 40 . 24 62.03 66 . 4 3 187. 16 205.57 207.81 223.53 230.4 250. 41 2 62 . 66 277.07 299 .33 318 .86 334 .18 364 .39 Elev 309 . 52 309 .57 309.2 309 . 13 297 . 54 298 .73 298 .95 299.8 299. 4 296 .46 298 .01 300 .55 302 304 .45 307 .62 310 . 31 l. 05 191). 3 12.84 •).41 1). 4 9 (I. 50 cj . 53 Left OB (•.l!.'(1 91.77 24 . 53 24 .53 21. 52 :;:4 . .S(• 1. 29 1 .(11) 3o;,. I 2.S . 5(1 (1 . 42 1). 54 1 . 1jl 1). f,7 Sta 13 . 48 44. 61 63 .08 67 .67 188 .75 205 .85 208 . 57 223 .58 242 .47 251 .03 262 .78 289 .21 301 .09 319 .82 336 . 11 374 .92 Bank Sta: Left Right 242.47 263.137 Lengths: Left Channel Right 42 .36 79 .17 116.12 Coeff Contr. .I CROSS SECTION OUTPUT Profile HSO E .G. Ele•: (ftl Vel Head (ft) W.S . Elev {ft Crit ~·l .S . (ft) E.G. Slope rt rt Q Total rcts1 Top \Hdth 1 ft) \'el Total ft/s) Max Chl Lpth lft.l Conv . Tc:al f.cfs J Length \·Jtd. t ft l Min Ch El (ft) P·.lpha Frctn Loss (f:-) c r. E Loss (f':.1 29f'.89 0. 04 298.86 297. I 5 • uul lt14 70. 00 5(1. 13 .35 3. 20 1U57.3 77 .05 2 95. 06 1. JO 0.38 (1. 04 Element Wt . n-Val. Reach Len . (ft) Flow .:..rea (sq fll i-.rea sq CLJ Flew cfs I Top >hdth I fl I .:c..;•g. \iel. (ft/S) H-;Jr. Depth 1ftl r;onv . (cfs) ~·Jetted Per . (ftl Shear 'lb/sq ft) Stream Po~.,ier (lb/ft sl Cum 1/olume (acr-e-ftl Cum SP.. 1 acres l Wa rnin?: D1v1ded flow computed for this cross-section Left OB 0 .100 42.36 10.06 lV . Uo 3 92 2&.38 C>.39 0 .35 92. 7 28 .84 0 . 04 0 . 1)2 n .10 0 . 19 2.61 1151). 4 14. 4 4 o.~3 . c 5 '·'.;?Ir) Channel ) . (1(;(1 c:.99 3-;. 93 3;. 93 149. (!~ 11.1' 3 . S·,;. . 4(• 1-.;,:.. (• 14 . 4 4 I . 14 . 4 & .57 (I . 87 Elev 309 .57 309.5 309 .18 309 . I I 297 .82 298 .76 299 . 03 299 . 79 298 .19 296 .21 298 .05 301 . 58 302 .41 304 . 54 308 310 .97 Ex pan . .3 Channel 0 . 060 79 .17 4]. 86 41.Sb 66 .08 2]. 40 .58 ,Qf, 1564 . 4 24 . 57 0 . 21 0 .33 I . 20 ]. 2; 905 .5 4]. 11 0 .52 1).: 3 (1• 25 •). 24 Pi '.1ht OE (l.11)(1 __ .(-3 . 4B ;:. 6 . -IC- U: 1. 4 0 -l 6 . r: c. 1. .C.€ 193~. c -l c:. 78 0 . S(1 . SfJ ('. 52 (1• 4 t~ Rqht OB 0.100 116 .12 0. 04 IJ. 04 '). 00 0. '5 0. 1-· ~. 1 o . I 1).41 l.t. (ll 0. 00 0. 07 0. 12 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This ma:,.; indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H20 E.G. Elev lftl Ve! Head I ft) W.S. Elev (ft) Crlt VJ.S. (ft) E.G. Slope lft/ft) Q Total lcfsJ 299 .28 0. OS 299 .23 297 . 54 0.002120 107 .00 Element \.Jt. n-Val . Reach Len. (ft) FlovJ Area (sq ft) P.rea (sq ft) flow (cfs) Left OB 0 .100 42 .36 22 .31 22 .31 10.77 Channel 0. 060 79. 17 <9 .76 49.76 96. 11 Right OB 0 . JOO 116. 12 0. 54 0. 54 0. 12 Tributary 1 -Existing Conditions Top Width (ft) Vel Total (ft/s) Max Chl Dpth I ft I Conv . Total tcfsJ Length Wtd. (ft) Mi n Ch El (ft) .L.lpha Frctn Loss ift1 C&ELossfft 61 .39 1.47 .17 2324.l 74.56 295 .06 .55 1). 42 0 . 04 Top vi i d t h I f t ) Avg. Vel. lft/s) Hydr . Depth l ft) Conv . (cf s) Wetted Per . (ft) Shear I lb/ sq ft I Stream Power \lb/ft si Cum Vol ume iacr e-ftl Cum SP. (acres; Warning: Divided floH computed for this cross-sect1on . 37 . 24 0 . 118 0. 6(1 233 .9 37 .83 0 . OB 0 . (Jll (1 . 18 (1 .r: 21 .40 . 93 2 .33 2(187 . 5 22 . 57 (I _ 29 0 .56 .43 (l . 71 2. I 5 0.22 0 .19 2.6 2.85 0. 02 1).(11 0. 13 1) .1 f Warning: The conveyance ratio (upstream conveyance divided by doi;mstream conveyancei is less than 0 .-or areater than 1 .4 . This may indicate the need for add1t1onal cross sections. CP:,ss SECTION !)l_ITPIJT Profile #10 E.G. Elev (fT: ··e1 Head 1 ft \·i . S. Elev (ft; Cr1t W.S . tf1_· E.G . Slope ( fttft/ Q Total (cfs) Top ~'lldth ( ft1 'Jel Total lft/s) Max Chl Dpth !ft) Con•·. Total (cfsi Length Wtd . (ft) Min Ch El (ft) l>.lpha Frctn Loss (ft) C [, E Loss (ft) 299.36 •.'.OC: 299. 3(1 297 .71 lJ 002473 123.00 63 -5(1 1.60 .2; 2473 .2 72.27 295.06 1.59 0.42 0.02 Element i·Jt. n-Val. Peach Len. 'ft i Flow Area {sq ft: Area (sq fti Flow (cfsl Top Width (ftJ .n.vg . Vel (ft/s1 Hydr. Depth iltl Conv. {cfsJ i~etted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP.. {acres Warn1ng : Divided flow comput ed for this cross-section. Left ')6 0 .1).i -12 . 3€ 24 .99 24 .99 LL£.-:· 36. -;9 (l. 55 (J . £..J 27 5 . l 39. 40 0 .10 0.05 0. 25 (!. 39 Channel -9 . 17 51 . 27 51 .27 1(•9 . 11 21. <O L'. 13 2 .40 i 194. 0 22 .57 0 . 35 75 1 53 0 . 7 3 P 1ght (tE 1).}(1( 11<. 1 ~ o. 7 s (t . 20 3. 31 0.27 0 .23 4. 1 3 .41 .03 (). 01 l). 1 s 0 . ls Warning: The conve1ance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile U4 E .G. Elev (ft) Vel Head (ft) W.S . El ev (ft) Cot W.S . lftl E .G. Slope lft/ftl Q Total (cfsJ Top •Hdth lft) Vel Total I fl/sJ Max Chl Dpth lft) Conv. Total (cfs) Length Wtd. (f t) Min Ch El I ftl Al pha Fr ctn Loss I ft) C r. E Loss (ft) 299.47 0. 08 299 .40 297 .93 .002935 146 .00 66 .49 1 .75 4.34 2695. l 70 .30 295 .06 .63 0 .45 . 01 Element Wt . n-Val. Reach Len. (ft l Flow Area (sq ft) .n.rea (sq ft) Flow (cfs) Top Width (ft I Avg . Vel. ift/s) Hydr. Depth lft) Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SA {acres l Warning: Divided flow computed for this cross-section. Left OB 0 . !UO 42.36 2S. 98 28. 98 18.40 40. 99 0.63 0. 71 339.6 41 .63 0. 13 0. 08 0.32 0. 42 Channel 0. 060 79. 17 53.41 53.41 127.23 21 . 40 2 .38 2 .50 2 34 8 . 6 22 .57 0 . 4 3 .03 .65 . 74 Right OB 0 . 100 ll 6 .12 1.12 l. 12 0 .37 .10 0 .33 0 . 27 6. 9 . 21 .05 . 02 0 . 18 o. 20 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile U2 E.G. Elev lftl Vel Head {ft) W.S . Elev lft) cnt 1~.s . lftJ E .G. Slope lft/ft) Total (cfsl Top Width (ft) Vel Total I fl/sJ Max Chl Dpth I ft) Conv. Total fc[s1 Lenqth ~Vtd . {fl) Min Ch El f ft) .U.lpha Frcln Loss (ft) c r. E Loss (ft l 299.57 o. 09 299 . 48 298.08 .003242 164. 00 69.58 .8< 4.<2 286«.< 68.41 295 uu . (.7 0. 4 3 0. fl•) Element \\It . n-Val. Reach Len. (ft) Flow Area {sq ft) .n.rea ! sq ft) Flow {cfs) Top ~lid t h ! fti .n.vg . Vel . (ft1s) Hydr. Depth (ft' Con1:. (cfs) t~etled Per 1ft1 Shear llb/sq ft) Stream Po~ier 1lb1ft s Cum Volume acre-ft1 Cum SP. tac res 1 Warning: Divided flow computed for this cross-section. Left OB 0 .100 42.3E 32. 38 32.38 22. 45 43.45 (t. ESt O."""c. J94. 2 44 .12 0. 15 II. l I) tJ.'l:: I.' . ..j-f Channel 0. 060 79. 17 55.1 3 55. 13 140.99 21. 40 2 .56 2 .58 L~76 .3 22 .57 fl . 49 26 . 74 (). 7 6 Right OB 0.100 116 . 12 l. 47 l. 47 0 .56 4 .73 0 .38 0 .31 9 .9 .85 o. o; 0 .02 0 . 21 0.21 \·larning: The conveyance ratio (upstream conveyance divided by downstream corn·e:;ance) is less than 0 .7 or greater than 1 4. This may ind1cate the need for additional cross sections. CROSS SECT!Otl OUTPUT Profile Ul E.G. Elev lftl Vel Head lft) \'l.S . Elev lftl Cnt l·l.S . (ft) E.G . Slope (ft/ft) Q Total lcfsJ Top Width I ft I Vel Total I ft/sJ Max Chl Dpth If I 299 . 67 0 .10 299 .57 298 .21 .003427 182 .00 73 . 09 . 90 .51 Element Wt . n-Val. Reach Len. (ft l Flow Area (sq ft) Area (sq ftl Flow (cfsl Top >lid t h I ft) Avg . Vel . lft/sJ Hydr. Depth lftJ Left OB 0 . 100 42.36 36.60 36.60 27 . 24 46. 22 0. 74 0 . 79 Channel 0 .060 79 17 57 .lS 57 . 15 153.91 21 .40 2 .69 2 .67 Ri ght OB 0 .100 116. 12 .96 l . 96 0 .84 5 .48 0 .43 0 .36 Tributary 1 -Existing Conditions Conv. Total 1cfs: Length h1td. ftl Min Ch El !ft Alpha rrctn Loss (ft C £. E Loss fft · 31(•8.9 6-.20 295 . 06 .72 0 . 41 0 . (10 Conv . (cfs) Wetted Per. {fti Shear (lb/sq ft) Stream Power {lb/ft s) Cum Volume (acre-ft) Cum SJ.. (acres l Warning: Divided flow computed for this cross-section. 465.4 46.91 0 . 17 0 .12 0 . 44 0 . 4 6 2629. l 22. 57 0. 54 . 4 6 . 83 (J . 78 14. 4 5. 60 0 . 07 0 . 03 0 .23 0 .22 Warning : The conve~·ance ratio !ups tream conveyance divided by downstream conveyance! is less than 0 .~ or greater than 1.q . This may indicate the need for additional cross sections. CR•JSS SECTI•)N OT.lTPIJT Profile ~(1 . E.G. Ele•· .ft ·,'el Head ! ft 1 W.S. Elev ft Cr it VL S . ·ft· E.G. Slope •ft/ft •J Total cfs, Top ilidr:h 1 iu '.Jel Total (ft/si Max Chl [•pth (ft 1 Conv. Total lcfs Length i·Jtd. !fti Min Ch El !ft) P.lpha rrrtn Los~ I ft C £. E Loss {ft1 ](It). 4 (, I). l ..J )(J(•. 32 29~.83 '1 . (1(•39' 3 -: -12 . 01) 93.o3 2. H . 26 54 2 5 . 6 64 . 75 295. 06 .93 (t. 29 0 .02 Element V-Jt . n-'/al . Reach Len . (fti flow ?.rea !sq ft) .t..rea sq ft! Flow lcfs1 Top Width (ft) !-.'Jg . Vel. (ft/s; Hydr. Depth (ft'' Conv. (cfs) VJetted Per. (ft1 Shear (lb/sq ft; Stream Pmo1er (lb/ft sl ~l1m Volume (acr~-ft Cum SP·. (acres) Le ft ':•e t) 10(1 42 3€ '2 41 . 41 '5. 91 f 1 . ··€ 1.1(• 1. 28 l 3i3. (1 61 . 97 0 .31 t). 34 ft . R9 0 .58 Channel 1). (16(1 ... 9 . 17 -3. 12 - J . 1:;: ~49 91 21 . ~ (1 3. 42 3. 42 3964.7 '-&..57 0 . 80 . 7 5 .50 0 .85 P1ght OB 11 .l(/l) 11c .12 H . 74 . 24 6 . 17 11 . 3~ O. 75 0. 7 3 97. 9 11. 5~ Q . 18 0 . 13 0 .49 0 .38 Tributary 1-Existing Conditions note: Multiple critical depths were found at this location . The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: Tributary REACH: Reach 1 INPUT Description: Station Elevation Data Sta Elev Sta 0 306.52 61.16 70 .55 307 .82 70 .74 138.49 303.98 140.34 160 .26 297 .94 173 .62 215 .65 298 .59 221.62 232 .25 298 .26 235.75 244 .66 298.94 248 .98 323 .25 305.58 323 .61 Manning's n Values Sta n Va l Sta 0 .I 221 .62 Bank Sta : Left Right 221 62 248 .98 PS : 1408 num= Elev 307 77 307.8 302 .42 298.4 299 . 22 297 .23 299 . 19 305 . 62 num= 39 Sta 65 . 28 70 .93 142 .66 200 . 02 230 .54 240 .98 270 .89 358 .74 n Val Sta .06 248 .98 Elev 307 .86 307 .77 300.48 298 .52 298 .5 295.68 300. 4 6 309.08 n Val .I Lengths: Left Channel 152.58 196.18 Sta 68.79 89 .B 150.38 203. 18 231.05 244.26 320.79 363.74 Right 47.96 Elev 307 .93 307.33 297 .6 298. 54 298 .5 298.95 305.34 309.35 Sta 69. 67 135. 77 156. 62 214 . 94 231.43 244.34 322 .3 Coeff Contr. .I CROSS SECTION OUTPUT Profil e #50 E.G . Elev (ft) Vel Head {ft} «.S . Elev (ft) Crit vl.S. lft) E . G. S 1 ope I f ti ft I Q Total cfs) Top t·Jidth lftl Vel Total (ft/s) !la;-: i::.1 Lt-tr. ~ f:_ Conv . Total (cfsJ Len-"Jth ~'ltd . (ft1 l1ir1 Ch El (ft) Fdpha rrctn Loss ft i C £. E Loss tft l 2 98 . 4 8 0 .40 298 .07 2 98 . 07 0.041620 70.00 25 50 .35 ... 39 34 3 . I 193.36 295 . e.:i I. 38 (). (17 I.} 2 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft! fl.rea lsq ft) flm·1 (cfs1 Top Width (ft) fl.·Jq. \.'el . f t/S) !IJ·jr . :::·crth 1f:.:' Conv. refs) l·Jetted Fer. (tt Shear 1 lb/sq ft Stro:am Power llb/rt ~' Cum ~clume (acre-ft Cum SJ'.. acres l Le ft OB 0 .100 152. 58 3. 57 3.57 4. 14 15. 00 I. 16 0. Z4 2'). 3 15. 10 0. 61 0. 7] (J .1.19 0. I 7 Elev 307 . 87 306.26 297 .81 298 .51 298.5 298 .95 305.49 Ex pan. . 3 Channel 0 . 060 196. 18 12. 54 12. 54 65. 86 JO . 49 5. 25 1.1" 322 .8 11 . ~ 3 2.15 l~ .. n I. 15 •J. 64 Right 08 47.96 0 . 07 0 . 12 Narl)tng: The energy equation could not be l1alanced HJLh1n the specified number of iterations. The program selected the water surface tl1at had Lhe least amount of error between computed and assumed \"alues. ~Varning: Divided flow compute for this cross-secti on. Na rni ng: The conve1cmce ratio (upstream con•1e1ance di•: i ded by downstream conveyance I is less than 0.7 or greater than 1.4 This may indicate the need for addi tional c ross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated ,,.iater sur face came back below critical depth . This i ndicates hat there is not a valid subcritical answer . The program defaulted lo critical depth . CROSS SECTIOI' OUTPUT Prof ile H20 E.G. Elev (ft) Ve! Head (ft) >l .S . Elev (fl) Crlt \·i .S . lft) 298.'!2 0. 42 298.39 298.39 Element Wt. n-\'al. Reach Len. (ft) Flo,,., Area (sq f LI Left OB 0 .100 152.58 10. 02 Channel 0 . 060 196.18 16.14 Right 08 47 . 96 E.G. Slope l ft/ftJ Q Total !cfsJ Top Width lftl Vel Total ! f t/s} Max Ch! Dpth I ft) Conv. Total (cfsJ Length i·Jtd. tfti Min Ch El (ft) Alpha frctn Loss (ft: C & E Loss (ft: 0. 1)404 SC:· 1(17 . 1)(1 37 . 10 .09 2. I 1 S32 .(• 19(•. 54 295 . .::.:. l. £3 •J. 11 (1 ,l:Z .ti..rea (sq ft i Flow (cf s) Top Width (ft; P .. vg. Vel. (ft/s) Hydr . Depth (ft; Conv. !cfsi \·Jetted Per. (ft Shear \lb/sq fc) Stream Power 1lb/ft sl Cum Volume lacre-ft. Cum s.n. ~acres) 10.02 16 . 14 2S . 19 1. £1 0 .40 80 .2 25.3S 1. 00 1. Cl 0 . I~ 0 . 24 16 .14 90 .8€ 11 . 91 5 .63 l . 35 q51.7 13 .42 3 . 04 17 .10 l. 37 0 .12 O. lC: Warning: The energy equation could not be balanced w1th1n the speci fied number of iterations. The program selected the water surface that had the least amount of error between computed and as~;umed values. t·Jarn1ng: (11vid~d flow computed for this cross-sect.ior •. Warning: The conveyance rat.10 (upsLream con~ejance divided by downstream conveyance; is less than (,_ or :Jreater than l .4 . Ttiis ma'; indicate the need for additional cr oss sections. Tributary 1-Existing Conditions Warning: L•uring 1~he standard step iteratio;1s, 1·1he1. tt.e ~ssumed Hater surface was set equal to critical der-th, the c.:alculated Hater surfa--e came back :Celol,.J critical depth. Th1s indicates that there is not a valid subcritica1 ansv1er. The program d~faulted to critical depth CR•JSS SECTION ,-,1_1TP1JT Profile nl(• E.G. Elev {ft! Vel Head lftl w.s. Elev (ft) Crit W.S . lft l E.G. Slope lft/ftl Total (cf s) Top Width I ft) Ve! Total lft/s) Max Ch! Dpth lftl Conv. Total (cfsl Length Wtd . !Et) Mi n Ch El iEtl Alpha Frctn Loss I ft) C & E Loss (ft) 298 .92 (l. 24 2 9B . €6 298 .68 0 .027282 123 .00 84 . 74 . 69 . 00 744. 7 187 .69 29S .68 2 . 13 0 .12 0 . 07 Element ~·lt . n-".'al. Reach Len. 1 ftJ Flow .l\rea (sq ft) Area (sq ft) Flow fcfs1 Top Width (fti Avg . Vel . (ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft) Shear ilb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 . 11)1) 1S2.5B 25.74 2S.74 32.66 69. 04 1.27 0. 37 197.7 69.26 0.63 O.BO 0.22 0. 33 Channel o. 060 196. 1 B 20.06 20.06 90.34 lS.70 4.SO l. 28 546.9 17.36 I. 97 8.86 .47 .69 Right OB 47.96 O.lS 0 .17 Warning: The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the l east amount of error between computed and assumed values . Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross secti ons . Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below c ritical depth . This indi cat es that there i s not a valid subcritical answer . The program defaulted to critical depth. CROSS SECTION OUTPUT Profile ff4 E.G. Elev lftJ Ve! Head I ft) W.S . Elev lftl Crit W.S . lft) E.G. Slope (ft/ft) Q Total (cfsJ Top \Hdth lftJ Vel Total lft/s) Max Ch! Dpth I ft) Conv. Total (cfsl Length vitd. I ft J Min Ch El (ft) Alpha Frctn Loss (ft) C ~ E Loss (ft\ 299 .02 0 . 18 298 .83 298 .76 .022925 146.00 88 .63 2 . 47 3 . 15 964.3 185.19 29S .68 . 92 I< 05 Element Wt . n-Val. Reach Len. ft J Flow .n..rea (sq ft l .L.rea (sq ft) flow (cf s) Top Width lft) .~vg . Vel. {ft/s) Hydr. Depth (ft) Conv. (cfs) i·Jetted Per . tft) Shear (lb/sq ft) Stream Power (lb ft s\ Cum Volume (acre-ft} Cum S.~ (acres) Warning: Divided flow computed for this cross-section. Left OB 0 .100 l S2. S8 36.39 36.39 52.37 70.89 I . 44 0. 51 345.9 71.14 0 .73 .OS 0 .28 0.3' Channel 0 .060 196.18 22.60 22.60 93.63 17.74 4.14 l . 27 618 . 4 19. 47 .66 6. 88 .S8 . 71 Right OB 47.96 0 .18 0 .19 \•/a rni ng: The convej'an<:e ratio (ups L ream c:onveyan<:e d l v l d~d bf downstream conveyance) is less than O.' or greater than 1. 4. This ma;.: indica~~ th.<? need for additional cross sections. CROSS SECTI0tJ OUTPUT Profile 11:2 E.G. Ee" lft; Vel Head (ft) \<.J .S . Elev (ft) Crit \'1.S . fft) E.G. Slope lft ftl Total lcfs) Top Vlidth lftJ Vel Total (ft/s1 Max Chl Dpth lft) Conv. Total tcfs) Length Wtd. lftJ Min Ch El I ftl P.lpha Frctn Loss ( [t) c & E Loss lft) 299 .14 0 . 12 299 02 298 .BO 1.1• 01681 '7 H4 .00 95 . 09 2 . 16 3 . 34 1264. 6 182 . 62 29S . 68 l. 60 0.15 0 . 03 Element \·.'t_. n-'Jal. Reach Len. \ft) floH P.rea sq ft .:...rea (sq ft flow tcfs) Top Width (ftl .:;vg . \/el . (ft,'s) Hydr. Depth tft) Conv. (cfs) t·Jetted Per. (ft) Shear I lb/sq ftl Stream Power (lb/ft sJ Cum Volume {acre-ft) Cum SA (acres) l:Jarning: Di vided flow computed foC" this cross-section. Left •)E 0 . 100 152.58 49.78 49.78 74.02 7 3. ! S l. 49 0 .68 S70.8 7 3. 4 s 0. 71 I. 06 0.34 0.38 Channel Ct. 060 196 18 26.21 26.21 89. 98 21. 94 . 4 3 .19 693 .9 23.72 I. 16 3.98 . 67 0. 72 Right OB 47 . 96 0. 20 0 . 20 Warning: The conveyance rat10 (upstream conveyance divided by downstream conveyance) is less than 0., or greater than 1.4 . This may ind1c ate the need for additional cross sections . CROSS SECTION OIJTPl_lT Profile Ul E.G. Ele•1 (fti Vel Head ·ft) W.S. Elev lft) Crit ;'l.S. 1 ft) E .G. Slope (ft/ft; Q Total icfsi Top i-Jidth ft ) "/el Total !ft/s; Max Chl Dpth (ft 1 Con~. Total icfs· Lengtt-, ~Jtd. !ft; Min ct, El !ft· l'.lpha Frctn Loss ,ft; c· c.. E Loss \ft/ 299.26 •).(•9 299 . 17 29B S.J (1• 1)13-;4 1-32 . (1('! 1 •)1 . 31 2. (11 3. q9 1550.2 l'l .](J Element l·lt. n-Va 1. Reach Len. (ft 1 Flow .:i.rea (sq fti .Zl,rea ,sq ft ) Flow (cfs Top Width 1ft! .?\vg . Vel . t ft/s) Hydr. [iepth ift} Con•:. •.cf s Vietted Fer. ifti st·.ear (ltls'-1 ft1 St.ream f'o>·:er (lb/ft s Cum '.'olume !acre-ft) Cum S.~. facres~ War~ing: Divided flow computed .fo1 this cross-section. Left OB 0 .1(1(1 152. 58 6(•. 19 60. 79 91 . 97 7 <}. 9€ 1. 51 i). ~ 1 783 .3 75.29 i). €9 1 . (1S 1). 39 (1 . 41 Channel l). ')f(I 1%.18 29.80 29. 6(• 90. (13 26.35 3. •)2 1 .13 166 .S 20 . 14 (1 . 91 ..... 75 .75 .74 Right OB 47 96 •). ~ 3 0 .22 i·Ja1n1ng: The conveyance ratio tupstream con··e/ance divided by downstream con·1eyance/ is less than (1.7 or g1eater than 1.4 . Ttiis ma·· lndicate the need for additional c ross sections. CROSS SECTION OUTPUT Profile ltO. E.G. Elev lftl Vel Head (ft) VJ.S. Elev (ft) Crit W.S. (ft) E.G. Slope lft/ftl Q Total tcfsi Top Width I ft I Vel Total I ft/s) Max Ch! Dpth (ft) Conv . Total (cfsJ Length Wtd. I ft l Min Ch El lft ) Alpha rrctn Loss I ft) C £ E Loss (ft) 300. 15 0 . 07 300 .1)8 299.15 0.004951 342 . 00 120.65 .78 4 . 40 4860.6 176. 70 295 .68 .33 0 . 19 . 01 Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft) .Z\.rea rsq ft) Flow (cfs) Top '11dth (ft) Fwg. Vel. { ft/s) Hydr . Depth I ft l Conv . (cfs) Wetted Per. (ft) Shear ilb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left OB 0 .1 00 152 .58 130 .83 130. 83 192 . 4 6 77 .89 l . 47 . 68 2735. 3 78.39 0. 52 0. 76 0. 79 0. 51 Channel lj . 060 196. 18 54. 78 S4 .7& 145.35 27.36 2.65 2.00 2065.B 29. 16 0.58 . 54 .39 0.80 Right OB 0 .100 47 .96 6 . 87 . 87 . 19 15 .39 0 .61 . 4 5 59.5 15. 42 0. 14 0.09 o.n 0.34 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or grea er than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Tributary 1 REACH: Reach 1 INPUT Description: Station Elevation Sta Elev 0 311. 4 6 116.34 306 .38 205.25 303 .64 245.71 294 .41 264 .95 295 .37 276.ll 296 .81 427.37 30B .38 Data Sta 8 .8 119. 94 232 .19 246.39 266.68 287 .99 RS: 1212 num= Elev 310.96 306.27 297. 4 9 294.25 295.63 297. 72 Manning's n Values num= 31 Sta 73 .33 196 .65 234.15 250 .89 268 .31 292 .86 Elev 308 .65 303 .77 297 . 04 293 .22 295 .88 298 .1 Sta 92 . 4 201 .65 240 .46 261 .3 2 69. 4 6 359.ll Elev 307.7 303. 52 295.6 294. 81 295.81 203. 18 Sta n Val Sta n Val Sta n ·.ial .l .1 234.15 .i)6 276.11 BJ.~l: :::t_.: !...-f~ Pi:;! ... Le~;~~3 : Lef: :~annel Pig~: 234 .15 .c76.ll CHOSS SECTivM OUTPL'T Profile n50 E.G. Elev (ft) Vel Head f ft) VJ .S. Ele1· (ft) Crit i·J .S. (ft) E.G. Slope (ft/rt1 Q Total (cfs) Top l"lldth (ft) Vel Total l ft/s) Max Ch! Dpth (ft I Conv. Total (cfs ) Length Wtd. lftl Min Ch El (ft) Alpha Frctn Loss (ft) Co E Loss lfll .f.. 9i:f . 16 v 0(1 298 . 15 294 . 81 0.000105 70. 00 64 . 23 0 .49 .93 6823 .9 125.24 29::. 22 . 15 .05 0. 04 93.72 124.66 189.65 Element Wt . n-\·a1. Reach Len. t fl) Flow .!·.rea (sq ftl .:.:..rea (sq ftl Flow (cfs) Top Width (ft) e.vg. Vel . ift/sl H:tdr . Depth l f t) Conv. (cfs) Wetted Per. (ft ) Shear I lb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Sta 114 . 4 6 205 .1 a 241. 28 261 . 57 270 . 4 7 359 . 83 .1 Left OB 0 . l(Jt) 93 . 7, 2.C9 2 .69 0. 27 4.86 0 .10 0 . 55 26.6 . 98 0 . 00 0 . 00 0 . 08 0. 14 Elev 306.49 303.35 2 95 . 4 2 294.85 295.75 303 .23 E;.:p.:.i:-:. .3 Channel 0 . 060 124.66 128. t<5 128.85 69.36 41.96 0.53 3.07 6663 .9 42.69 0 . 02 0. 01 o. 83 0.53 Right OB o. 10(, 189.CS 11. '2 11 . 72 1. 37 17. 42 o. 12 0.67 133 4 17. 47 0. 00 0.00 0.07 0.11 Warning: The conveyance ratio (upstream conveyance divided by downstream conve1ance) is less than 0.7 or greater than 1.4 . This may indicate the need for additional c ross sect1ons . Tributary 1 -Existing Conditions CROSS SECTION 01_1TFl.1T Profile #2(1 E.G. Elev 'ft; Vel Head i. ft i W.S. Elev (ft; Crit W.S. 1ft) E.G. Slope (ft/ft Total (cfs) Top Width !ft ) "!el Total 1ft /s Max Chl [•pth ! ft Conv . Total tc;f~ Leng th i·!td. ft, 1-lln Ch E: ·fr .ll.lpha frctn Loss •rt C f. E Le::;.;::: ·fr: 298 .51 0 . (11 298 . 5(1 295 . l(• •). 0(101 G-7 1(17 . (lt'.I 70 .32 ·). £4 5 . ii:' 2277 .- 125.50 293 .2 1 11 .t)"" (1 . (14 Element Wt . n-Val . Reach Len. {ft) flow .L.rea (sq ft .t.rea (sq ft) flow 1c f s) Top Vhdth ! ft i .F-.vg . ·1el . !ft /s; Hydr . [1epth 'ft Conv . ~cfs ; ~·Jetted Per. lft 1 Shear lb/sq ft · Strieam Po~·1er : lb/ f t _ Cum Volume !acre-ft Cum s.; acres i Left OB i).}(l(I 93 . 72 4.co .cc: •). 71 c:. 39 1) .15 (1 . 7 3 €-. 55 1.1 .(•l (1 .1)(! .l< •.•.li Channel rj. (i6fJ 124 . cc: 143.52 14 3. 52 103. l(t 41 . 9E •). 72 3 . 42 iCj"'i ~ • .., -12 69 1.1 .1)..J ,, -!)3 1.(11 .... 5( Right •)8 0 .11)1) 1C9.€5 1 b . 6(t 18. [(1 3 .19 21 . 9' ·). 1- •). ~ ~ 24€.9 .:04'-. (14 .(!l '.'.(''' (1 .11 1 ~ Warn1n'l: The con·;EjdJ:...:e ratio \upstreom .:onve1ance divided b/ do•.·mstre.am con-..re_;a.r.c.:e is l~s5 1.ha11 ~· . .,or gr.::ato::r than 1 4 . This ma/ indicate the need f or ~cldit1cr.al ~ro;;;:: sectior.s. CR•JSS SECTl')IJ 1.JiJTF'lJT Frcfile fil (t E.G. Elev (ft• "'el Head {ft J W.S . Elev (ft) Crit W.S. (ft) E.G. Slope (ft /ft) Q Total (cfsJ Top Width {ft Vel Total ( ft/s) Max Chl Dpth I ft) Conv. Total (cf s) Length \Vtd . lft) Min Ch El I ft) . .n.lpha frctn Loss (ft C & E Loss (ft) 298.E< 0 . 01 298. €3 295.21 . 000192 123.00 72.66 0 . 70 5.41 8876 .8 125.55 293.22 . 23 . 08 .03 Element \'It . n-'/al . Reach Len. (ft) Fl o~·, .n.rea lsq ft J Acea (sq ft ) flow (cfs) Top Width I ft ) Jl.vg . Vel . Cft/s) Hydr . Depth (ft) Conv. (cfs) \·Jetted Per. {ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acces) Left •)8 0 . l t)(I 93.72 5.56 5.56 1). 97 E. 98 0. 17 L). 80 69. 6 7. 16 . 01 . 00 0. 17 0. 20 Channel (I _ (160 1?4.66 149.15 149.15 117. 84 41 . 9C:· 0. 79 3.55 8504 .5 42.69 . 04 .03 . 09 0.56 Right (;8 (). }t:H) 189.€5 21 . f,7 21 . 67 4.19 23.73 0 .19 o. 91 302.6 23 .&0 0 . 01 0 . 00 0 .13 0.16 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance\ is less than 0 .7 or gr-eater than 1 .4 . This may indicate the need fo r additional ccoss sections. CROSS SECTION OUTPUT Pcof ile M4 E.G. Elev (ft) Vel Head (ft ) W.S. Elev (ft) Cri t W.S. lftl E.G. Slope (ft/ft) Total (cfs) Top Width I ft) Ve! Total I ft/s) Max Chi Dpth I ft) Conv . Total (cfs l Length Wtd. tft) Min Ch El I ft) F.lpha Frctn Loss (ft) C & E Loss (ft ) 298.83 0 . 01 298.81 295.36 0 .000226 146. 00 75.78 0 . 77 5 . 59 97 l l. 9 125.59 293 .22 . 26 0 .10 .03 Element Wt . n-Val . Reach Len. (ft) Flow Ar ea (sq ft ) .Jl.rea (sq f t ) flow (cfs) Top Width (ft) Avg. Ve!. (ft/SJ Hydr . Depth If t) Conv . {cfs) Wetted Per. (ft) Shear (lb/sq ft l Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S.n. (acres) Left OB 0 . 100 93. 72 .88 6. 88 1. 39 7 .76 o. 20 0.89 92 . 7 7 .96 0. 01 0. 00 . 21 .22 Channel 0 .060 124. 66 156. 67 156 67 138. 77 41 . 96 0 .89 3.73 9231 . 0 42 .69 0 . 05 0 . 05 l. 18 0 . S7 Right OB 0. 100 189. 65 26. 13 LO. 13 5. 84 26.06 0 . 22 l. 00 388.2 26 .14 0 . 01 0. 00 0 .16 0 . 18 Warning: The convefance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sect ions . CROSS SECTION OIJTPIJT Profile #2 E.G. Elev !ft) Vel Head (ft) i'J . S . Ele'J I f I Cr it l'l . s. 1 ft E.G. Slope If /:t Total (cfs) Top Width (rt Vel Total (fl/sl Maz Chl Dplh I ft Conv . Total rfsl Ler.gth Wtd. i ft Min Ch El (ft) Alpha frctn Loss 1ttl C & E Loss (fl) 298 . 96 . 0 1 298 . 94 295 . ·15 0 .000251 164 . 00 78 .05 0 .82 5. 72 10343 .6 125. 59 293 .22 1 . 28 0 . l l 0 .03 Element Wt . n-Val . Reach Len . (ft • flow .n.rea (sq ft .n.rea (sq ft) flc1v (cfs) Tcr W1ctth , ft !>.vg. \Te l. (ft/s) HjdC . Depth I ft l Con•J . lcfs) \Vetted Per. f t Shear (lb/sq f t) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 0 100 93 .72 7.92 7,92 1 . 7"I s. 33 t). 22 (t. 95 l l l. 9 ~. 54 0. 01 tJ, 00 0 . 24 o. 24 Channel 0. 060 124 66 l 62 . 13 lc2 .13 154 .95 -I 1 96 (I 9C 3.8E ~772 .7 -12 . 69 06 O. 06 1. 25 0 .52 Right OB 0 . 100 189.65 29'.63 i9 .63 7. 2S ~ -. '€ t). 25 i. o~ 4~9. 1) 27. ·34 I). 02 I) .00 0 .19 •..1.19 Warning : The conve"jance catio {upstream conveyance divtded by downstream conveyance) is l ess than 0 .7 o r greater-than 1.4. This may indicate the need for additional cross sections . CROSS SECTION OUTPUT Profile Ml E .G. Elev l ftl Ve! Head I ft) w.s. Elev lftl Crit W.S . lftl E.G. Slope (ft /ft ) 299 .08 . 02 299 . 07 295 .55 .000276 Element Wt . n-Val. Reach Len. (ft l flow Area (sq ft) .n.rea (sq ft) Left OB 0 . 100 93 . 72 8 . 97 8 . 97 Channel 0. 060 124 . 66 167 .22 167 . 22 Ri~ht 08 0 .100 189.65 33 . 10 33 . l 0 Tributary 1 -Existing Conditions Total tcfs) Top Width (ft) Vel Total {ft/s/ Max Chl Dpth lft) Conv . Total \cfs' Length Ntd. tft 1 Min Ch El !ft) Alpha frctn Loss 1 ft) C l.. E Loss (ft 1 182. (• (•. ·~ 5 .• 85 l 0953. E 125.5~ 293 . 22 1 . 311 ••.11 (•.(l:; Flow c fs } Top ·.v1dth lft J ."".vg . Vel. (ft/s\ Hydr. ['epth (ft Conv .. cfs) Wetted Per . (fti Shear 'lb/sq ftl Stream f-01·:er (lb/ft s: Cum ~olume !acre-ft1 Cum s;... acres) o. (I . I. 13::. 1) . (•9 (1 .1)2 (•.(•(· (•. 2-: 17(1 . 9 41. 9 l .•:· 3 .9 }(•2139. 42.6 1).1) 1),(1 . 31 (•. 59 8. 2 9. 4 0 . I. 531 . 29. 42 \·larnin·J: The conve1anc.:;, ra::.10 +upstream con•.·eyance divided by downstream conve:_.:anc.o;;' is less :han (•. / or greatet than 1 .4 This ma~· 1r.dicate the need for additional cross sectior.s. CP1)SS SECTION •)IJTPIJT f'rofile 1t •1 . E.G. Ele·: ft 1/el Head 'ft. ~·~.s . Elev 'ft: Crit W.S. ft\ E.G. Slope (ft/ft 0 Total cfsi Top Width ! ft/ Vel Total 'ft/s) Max Chl [1pth (ft ' Conv . Total (cfs ) L'=1v;n:h Wt:d I ft\ Min Ch El I ft) Alpha Fr ctn Loss r ft) c ' E Loss I ft I •) .. •· 299. 91 \}. (1(:(·-l-1 3-12 . (11) 94 . .39 l . Z I .69 15054 .5 1 2~. C,(1 293 .22 1. « 0 . 18 (t . (l) E:leme1.r ~·It;. n-·v·a1 . Feac.:h Len . 1f tl Flo-..1 .=..rea {sq ft l-.rea 1 sq ft i Flow cfsi Top ~'11dth \ft , .!t..vg . \'el . \ft /s) Hydr. Depth {ft Conv. (cfs) Wer:terl Per (ft ) Shear (lb, sq ft ) Stream Power (lb/ft s) Cum Volume \ac re-ft! Cum SA (acres) Left OB (1 .l(•(I 93. it: I'_,:,~ l :>. (12 12.56 0 .-J(t I. 43 334. 8 12.8G 0 . 0-l 0 . (!2 0 .53 0 .35 Char1r1el l•.1.1i:1. 12 ~ . f:.f )1)7 .7"7 41. 9f l . 5Z .83 14177 . 6 42 . i:-o 0 .14 0 .21 .81 0 .€5 ?:;iht 1)2; (1. l (•(1 1B9.£$ €2. c. c. €2 .55 .:.o. 9c. H.1.3c. 43 .s~ 1242.2 40. 48 0.05 O.OL 0 . 4 j 0 .31 Warning: The conveyance Latio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTIOIJ RIVER: Tributary PEll.CH: Reach 1 INPUT Description: Stati on Elevation Sta Elev 0 311 . 4 6 24 1.27 297 .85 253 .55 296 .32 290 .88 299 .05 399.5 310 .26 Manning 's n Values Data Sta 43 .66 246.95 278 .99 333 .83 409 . 84 Sta n Val Sta 0 .l 241 .27 Bank Sta : Left Right 241.27 282.17 RS : 1087 num= Elev 309 . 01 297 . 4 9 299 .77 304. 01 311. 5 num= n Val .06 22 St a 56. 97 247 .09 282 . 1 7 337 .71 Sta 282 . 17 Elev 308.53 297. 49 300.21 304.28 n Val .1 Sta 119. 13 247 .43 283.44 338 .82 Lengths: Left Channel Right 184.17 190.97 147.59 Elev 305.43 297 .39 300. 38 304. 32 Sta 124. 17 251.83 289.65 388 .59 Coeff Contr . .1 CROSS SECTION OUTPUT Profile ff50 E .G. Elev (ft ) Vel Head (ft) t;.s . Ele" ft) Crit t;.s. ftl E .G. Slope (ft/ft) Q To tal (CfS) Top W1dth I ft ) Vel Total ( ft/sl Conv . Total tcfs) Length Ntd. (ft) Mi n Ch El (ft) JUpha frctn Loss (ftl cf. E Loss tftl 298 .07 0 .36 297 . 7 I 297 .71 (t .(160556 7Q. 00 20.33 4.82 l. G~ 284 .5 l 9i). 87 2516 .0b 1 .1)(1 . o4 .•."I.I Element Wt. n-Va1. Reach Len. (ft) Flow Ar'=a I sq ft Area (Sq ft) Flow {cfs) Top Width I ft) Avg . Ve I. I f t/ s I lljdt. [ct:-Lh \fl, Conv. f.-fs) Welted Pt::!r . (ft) Shear (lb/sq ft) Stream PO\'.ier (lb/fl: s Cum Volume (acre-ft Cum SA (acres) Left OB 184 . 17 fl . 1)'3 (J . 13 Elev 305. 17 296. 08 299.14 308.28 Ex pan. .3 Channel 0. 060 190.97 14. 52 l<.52 70.00 20.33 4.82 c ."1 284 .S Z0.€5 2.06 12. 81 0. E3 (J.-l-l F1ght 08 147.59 IJ.(t..J .OB Vlarning: The energy equation could not be balanced Hith1n the spec1f1ed number of iterations. The program used cr1t1cal depth f or the water sur face and continued on with the calculations. t-.Jarn1ng: The conveyance ratio upstream conve'._/ance divided by do1·mstream conveyance) is less than 0 . 7 or greater than 1. 4 . Tt"1is may indicate the need for additional c r oss sections. i·larning: The energy loss was greater than 1. 0 ft O. 3 m). betvJeen the current and previous cress section . This may indicate the need for additional cross sections . Tributary 1-Existing Conditions 1·1arn1ng: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates lhat Lhere is not a valid subcritical answer. The program defaulted l o critical depth. CROSS SECTION OUTPUT Prof1le H20 E.G. Elev (ft) Ve! Head I ft I w.s . Elev l ftl Crit t-1.S. lft) 298.40 0.36 298.04 297.98 Elemen Wt. n-Val . Reach Len . { f ti Flow Area (sq ft Left 08 0 .100 184.17 0. 28 Channel 0 .060 190. 97 22. 15 Right 08 147. 59 E.G. Slope !ft/fti Q Total (cfsl Top Width lftl Ve! Total (ft/s) Max Chl Dpth ~ft Conv. Total (cfsl Length ~-ltd . (ft; Min Ch El (ft) Alpha Frctn Loss i ft_ c c. E Loss (ft (t ,(J 5283 1 . ()(• . 96 .77 .96 502 .B 190. 74 296. (18 I . •)2 . 9~. •J .0(1 .z..rea (sq fti flo'.·J ~cfsJ Top Width (f t) !-.V'J. Ve!. (ft /s Hydr. Depth ft Conv . (cf si Wetted Per . 1ft Shear '.lb/sq ft 1 Stream Power lb/ft s) Cum ·.:olume acre-ft Cum S.l>.. {acres . l& .01 .65 • (19 (1 . 9 2 . 15 0 . 82 .95 . 82 t). 89 502 .0 i5.30 2. 47 11 . 94 (t 4£ Warning: The conv'=1ance ratio rupstream r:onve·;ance d1·11ded b·; d0\·i!1Stream cor\'Je'f·ance) is less than 0.7 or lr~ater than 1 .4~ This maj i~dicat~ the nee~ for addition&! cross sections. Warning-: The en.::!"'J_. lo.ss was '.Jreater tr.a11 i .: ft :·.:; m1 . oet;.·1ee1: the current_ and pre•J1cus cross section This may u.dicote the r.eed for adJitional r-to~s sections . CflOSS .SECTION 1jlJTPllT Prof1l~ ii I·.1 E.G. Elev !fr-· Vel Head I ft) t·J .S. Elev {ft Cr1t W.S. (ft, E.G. Slope (ft/f:1 Q Total (cfsJ Top \~idth (fti Vel Total (ft.:s) Max Chl Dpth lfr:' Conv. Total 1cfs Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss ~ft C l E Loss If t 1"1 . 35 ~g;.. i - 298. (l"'i IJ , !J3d589 1~3 . 00 31 .12 <. 65 2.09 626. I 190.66 296 . 08 .05 . 91 . OJ ElE:m.i;!nt ~<it . n-'.:a l . Peach Len . f1 Flow P..rea I sq l r. .F:.rea ~·sq ftJ Flow (cfs) Top Width I ft_) .r..vg. Vel. !ftls, HJdr. Depth 1ft Conv. (cfs, Wetted Per. lft) Shear (lb/sq ft 1 Stream Power (lb/ ft s) Cum Volume (acr e-ft) Cum SA (acres) l ':'-l . 17 (l. b-l (1 . 8-l 1). 72 5. 18 (1. 87 r). 16 3. 7 5 . 19 0 . 39 0 .34 0 . 16 1). 19 Channel (1 .1)(;1) 19(1 . 97 ::: 5 . 6(1 25.60 122 . 28 25.95 4.78 I). 99 622 .5 "6.31 2. 34 11 . 20 0 . 84 (1 . 47 1-17 . 59 (1 .09 0 .11 Warning: The convejance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This ma/ indicate the need for addit ional c ross sections. Warning: The ener:ri loss was greater than 1.0 ft (rt . 3 m). between the current and previous cross section . This may indicate the need for additional cross sections . CROSS SECTION OllTPIJT Prof lle M 4 E.G. Elev (ft l Ve! Head I ft) w.s. Elev (ft) Crit W.S. (ftl E.G. Slope (ft/ft) Total (cf sl Top Width I ft I Ve! Total (ft/s) Max Chl Dpth (ft! Conv . Total (cfsl Length Wtd. (ft) Min Ch El I ft) Alpha Frctn Loss (ft l C & E Loss (ft) 298 .70 0 .34 298 .35 298 .20 . 032451 146.00 35 .27 4 .52 .27 810 .5 190.52 2% 08 .09 4 .86 0 . 01 Element Wt . n-'/al. Reach Len. (ft) Flow Area (sq ft' .?\r~a (sq ft) Fl01·1 (cfsl Top >lidth !ft) Avg. Ve !. lft/s) Hjdr . Depth I ft) Conv . (cfsl Wetted Per. (ftl Shear !lb/sq ft ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP. (acres) Left OB 0 . JOO 164 . l 7 01 . 01 2. 13 . 01 I. 06 0 .25 11 . 8 . 03 0 .51 0 .54 0 . 20 0 . 21 Channel 0 . 060 190. 97 30.31 30.31 14 3 . 87 27. 26 .75 I. 11 798.6 27 .63 .22 10 .55 0 . 91 0 . 47 Right OB 14 7 . 59 0 .11 0.12 ~Varning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need fo r additional cross sec ions . Warning: The energy l oss was greater than 1.0 ft (0.3 ml . between the current and previ ous cross section. This may indicate the need for additiona l cross sections . CROSS SECTION OUTPUT Profile H2 E.G. Elev (ftl Vel Head {ft J W.S. Elev !ftl Crit ~v .s . (ft E.G. Slope (ft, ft Q Total lcfsl Top Width tft1 Vel Total it s Max Chl Dpth fl Com .. ·. Total f-fs Length ~·Jtd . ftt: Min Ch El lftl .~lpha Frc tn Loss (ft c & E Loss 1 fl.I 298 .02 0 . 34 29s .4e 298 .29 0 .029206 l F·4 . 00 3'":. 24 4. 43 .40:• 959 .6 190.39 296. 08 .1 2 . 82 I). 02 Element Wt . n-Val . Reach Len . ft 1 Flow .n.rea (sq t:tJ Area (sq ftl Floi,.1 (cfs) Top l'iidth rft) J;,vg . \'el . fr: s J H:i·dr. Depth (ft Con·_,. (cfs Wetted Per f ft l Shear (lb/sq f t) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S.ll. (acresi Left OB 0 .100 164. I 7 3 15 3. 15 .70 10. 05 I . 17 (• • .31 : I. 6 l(;. 07 f). 57 0. 6"' 0.23 0. 22 Channel 0 . 060 190 . 97 33 . 8-1 33 .84 1 CIJ . 30 28 . 19 -I . 7 -1 ]. 20 938.0 28 .57 .16 !0.23 0 .96 0 . 48 Right OB 147.59 0 . Ii o. 13 Warning : The conveyance ratio (upstream conveyance divided by downstream conve1ancel is less t han O 7 or greater than 1 .4 . This may indicate the need for addilional cross seclions . \·larning : The energy loss was greater: than 1 .0 ft (0.3 mJ . between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile »I E.G. Elev !ft ) Ve! Head !ft) w.s. Elev (ft ) 298 .93 0 .34 298 .59 Element Wt . n-Val . Reach Len. (ft Left OB 0 . JOO I 94 . 17 Channel 0 . 060 190. 97 Right OB 14 7 . 59 Tributary 1 -Existing Conditions Crit W.S. l ftl E.G. Slope ift/tt, Q Total (cfs) Top «1dth lftl Vel Total (ft/s) Max Chl Upth !fti Conv. Total 'cfs) Length \·Jtd. ! ft) Min Ch El (fti Alpha Frctn Loss (ft J c & E Less lft; 298.38 0.02€940 182 . 00 41). 95 4.38 2 .51 11 OB . 8 190.'.27 296. 1)8 .14 ..i. 1e H . (I) flow P.rea (sq ft/ P.rea (sq ft) Flo;..r (cfs) Top Width (f t I lwg. Vel . (ft/s) Hydr. Depth (ft} Conv . Cc f sl We tted Per. (ft) Shear (lb/sq ft' Stream Power !lb/ft S) Cum Volume (acre-ft Cum SA (acresl . 43 . 43 ~ sa 11. 90 . 20 o.r 34 . (1 11.92 (1. 62 IJ -79 1). 2£ (J . 24 .lC: -. H 6. 42 9. n~ -o . 28 l (•7-l. 9 "0 44 -.12 l (1 ... .:, • 1·12 (1 . 4;; •'.14 1.l-l Warning: The ccnvejance ratio !upstream ccn~eyance divided by downstream conve;ance: is less t~an '.-or greater than 1.4. Th1s ma; indicate the need for additio11al ;::ross sections. ~·.iarninc;i-: The ener-~:..: loss was greater tha!"", i .(1 ft \(1 .} m· bet1veen r:he current a11d previon.s :-rQSS section. Tl1is ma~ indicate t~& n&ed for additional =ross sections. CPijSS SECTIO!l i)l_ITf"l.'T Profile 11•).? E.G. Elev !fi:J Vel Head (ft) W.S . Ele\· tft Cr1t \·J.S. {fti E.G. Slope {ft/ft Q Total lcfs) Top Width I ft) Vel Total (ft/ s / Max Chl Dplh I ft I Conv . Total (cf sl Length Wtd. I ft) Min Ch El ft; Alpha frctn Loss (ft ) c £. E Loss (ft) 299 . 7 '1 . 35 299 .39 298.97 c).1)18588 342 00 64 . CJ3 4. 14 3. 31 2508 .4 189. 04 296. 08 . 30 4. 4 9 I). 06 Element Wt . n-Val . Reach Len. ! ft• Flo,,., .n.rea t sq ft 1 .n.rea (sq ft) flO'.·I (Cf S) Top Width lft) !wg . Vel . (ft/s) H:;dr. Depth lft) Conv. (cfs) Wetted Per . (ft/ Shear (lb/sq ft) Stream Power (lb, ft s) Cum Volume (a cre-ft) Cum SA (acres) Warning: Divided flow computed for this cross-section . Le ft 1JE. (1 .lt)(• 184 .17 18.94 18. gq 32 . 17 24 .62 .70 (I 77 236.0 24 .66 0 . 89 1. 51 0 49 0 . 31 Cha1.nel 19(•. 97 62. 57 G2 .57 3(19 . 16 1•1. 9 I 4.94 1 . 79 2267 f 35 .35 2.05 10. l 5 I . 43 (J . 54 iU hr: ')B .1(1.1 l .~9 1 .01 1. 01 I). c- ~. 41 Q_(f 0 .19 4.9 5. 4 6 0. 22 0 .14 0 . 29 0. 21 Tributary 1-Existing Conditions Warning: The velocity head has changed by more t han 0 .5 ft (0.1 5 ml additional cross sections. This may indi cate the need for Warning: The energ:,.: loss was greater than 1. 0 ft (0 . m). between the current and previous cross section. Tl11s ma~i indicate the need for additional cross sections. CROSS SECTION RIVER: Tr1butar'/ REACH: Reach 1 INPUT Description: Station Elevation Sta Elev 0 305.47 136.35 293.18 152.95 291 .66 158.39 290 .5 161 .15 290.48 164.58 291.69 166.68 292.42 168.45 292.97 174 76 i93.54 266.26 301 .78 Manning's n Values Data Sta 2.88 138.86 153.22 159 162.24 165. 25 166.88 168.82 210 .6 34 3. 94 Sta n Val Sta 0 .l 14•.31 RS: 896 num= Elev 305.31 292.96 291.6 290.37 290.86 291 . 92 292 .5 293 .01 296 .79 :o7.67 num= n Val .06 47 Sta 30.35 148.31 153.28 159. 21 163.58 165. 4 6 168.03 169.44 214 .2 Sta 166 .88 Elev 303.82 292 .11 291.59 290.33 291.33 292 292 . 9 293.06 297. 11 n Val .1 Sta 110.79 152 .38 153 .33 160. 15 163 .97 165.58 168 . 13 170.39 253. 18 Elev 295.37 291.75 291.58 290. 13 291 . 4 7 292.04 292. 94 293.15 300.63 Sta 132.32 152.84 157.98 160. 76 164.32 166.04 168. 29 174.47 260.38 Bank Sta: Le fl Right Lengths: Lef~ Channel Right Coeff Contr. .l 1-13 .; l l cc ."' CRr"JSS SECT IC1!l jT_lTfl!T F-rof i l<=> ll 50 E.G . Ele•t ft, Vel !lead l ft Vi .S . Elev (ft Crit t·l.S . ft! E.G. Sloµe ft 1 f! Q Total cfs1 Top Width (ft) '/el Total fft 'sl Max Chl Dpth lftl Conv . Total cfsl Length Wtd . (ft) Min Ch El (fli Alpha Fr ctn Loss t ft) c i E Loss {ft) .. •n .n u. 2..J 'g2 . 18 "'"S,2 . 34 .016093 11 ~. 00 26.77 3.73 2.65 082 .9 87.95 290. 13 .13 . 78 .05 ;o eo Element ~Vl. n-\ial . Reach Len . (ft 1 Flo-.... .~.rea (sq ft 1 M.rea 1sq ft) Flew (cfs) _ TOF Width I ft) .il...vg . Vel. (ft/s) Hydr. Oepth lfll Conv . (cfs) t~etted Per. (ft) Shear Jlb/sq ft) Stream Power (lb/ft s1 Cum Volume (acre-ft) Cum s.a. (acres) Left OB 1j_ l 00 94 .23 2. 4.., . 4' 23 7. 41 0. 90 0. 33 17.6 .44 0 . 33 0 .30 0. 07 0. 12 Elev 293.52 2 91. 68 290.59 2 90. 34 291. 59 292 .2 292.94 293.52 301 . 29 Expan. , Channel (1 . OEO 94 . 57 27 .·P 27. 47 109. 72 18.57 3. 99 1. 48 864 .9 19. 16 1.44 5. 75 0.54 0.35 µi~hl 08 t). 100 .... 5,:; Q .11 0 .11 0 . 05 Q. 79 0 .4~ 0 .14 o. <l 0 . 84 0 .13 0 .06 0 . 04 0 .08 VJarning: The conveyance ratio (upstream conveyance divided oy downstream conveyance) is less than 0.7 or greater than 1.4. Th1s may indicate the need for add1t1onal cross sections. CROSS SECTION OUTPUT Proftle R20 E.G. Elev lftJ Vel Head (ftl W.S. Elev l ftl Cr1t IV .S . (f t ' E.G. Slope {ft/ft J Q Total (cfsl Top \.'lldth (fti '.'el Total 'ft/s; Max Cf1l ['pth ·ft Conv. Total ~cfs Length ~·itd . ·ft · Min Ch El ift) F-.!pha f::-ct:1 Loss 1 ft, Cl:: Loss i (t1 293. 4 5 0.37 293.06 292.71 .CJ! 9595 172 . 00 32 . 11 4 . 4 3 ~.95 1228. 7 c.s . 70 29(J . 13 l .1..t. 0 "7~· (1 . (!8 Element Wt. n-Val. Reach Len. (ft) Flow .P..rea (sq ft ) .r..rea (sq ft) Flow (cfs i Top Width {ft i .r.i.vg . Vel . !ft/s Hydr . Depth ft1 Conv . 1cfsi Wetted Per. fti Shear {lb/ sq f t/ Stream Powe~ :1b1ft s• Cum Volume acre-ft' Cum s.r._ (ac:re.~ Left OB (J .10(• 94.23 5. 21 5. 21 6.65 1(1 . 19 I . 2' ,, . 4'- 4'. s l (•. 84 (•. 59 I "")~ (• -13 t),14 Channel 0 .060 94 .53 33.07 33 .07 164. 97 18 .57 4 .99 1. 7& 1172 .. 5 19 . 1 E I I 1 (1 . 53 ( . 6€. 36 Right OB 0 .101) 38.52 0.55 •). 55 0. 39 2.75 0. 7(• . ~ 3 (!. 2-l •;. i - Warn1n;: The ~onveyance rati o (upstream conveiance divided by downstr~am ·"nveyance is les~ tt,an 0 .~ or areater tl1an 1.4. This may indicate the ne~d for add1t101)al cross se~tio~s. CR':..ss SECTii)N ·J!.ITPl.lT Profile ai i:t E.G. Elev (ft1 Ve l Head (ft) 1-J .S . Elev (fti (:r 1 t 11. S . (ft I E .G. Slope (ft/ft! Q Total (cfsi Top i:J1dth (ft) Ve! Total ( ft/s) Max Ch! Dpth {ft ) Conv. Total (cfs Length \-Jtd . (fti Min Ch El (ft ) i'.lpha rrctn Loss {ft I C l E Loss (ft) 293 . 61 0 .42 293 . 19 292 .86 0.020770 198 .00 34 .60 4 .65 3 .06 137 3. 9 85 . (18 290.13 I. 26 0 .78 0 .10 Element Wt . n-Val . Reach Len . i ft F"low Area (sq ft Area (sq ft) F"low {cfsl Top VJ id t h (ft ) .~vg. Vel . lft/sJ Hydr . Depth lftl Conv . (cfsl Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left: •)& t).l(JI) 9.:J . Z3 . 49 6 . 49 9 . 1 7 12 .oa .ll 0 . 54 63.6 12 . 13 0.69 0 .98 0 . 15 0 .15 Channel (j . (160 9 4 .53 35 .16 35 . 16 188 .08 18 .57 5 .35 . 89 l 305. 1 19 . 16 2 .38 12 .73 0 .70 0 .37 Right (18 •). l(H) 3.;. 58 0.93 0. 93 0 . 75 3 .95 0 . 8(1 0 . 23 5. 2 4 .04 0 .30 0. 24 o. 09 0 .10 Vlarn1n9: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indi cate the need for additional cross sections . CROSS SECTION OUTPUT Profile li4 E .G. Elev lftl Vel Head (ft) W.S . Elev lftl Crlt W.S . (ft) E .G. Slope (ft/ft) Q Total lcfs J Top \'1dth I ft I Vel Total I f t/sJ Max Chl Dpth (ft I Con~. Total (cfs) Leng h ~Hd . (ft, Min Ch El (fl) .r> .. lpha f"rctn Loss (ft ) Cl E Loss (ft l 293 .83 0 . 49 293 .34 293 .04 0.022240 2 3 5 . 00 37 .93 4 .91 3 .21 1575. 8 84 .33 290 .13 l. 32 0 . 79 0 . 12 Element Wt . n-Va l. Reach Len . (ft J F"low Ar ea (sq ft l Area (sq ft ) F"low (cfs) Top Widt h I ftl Avg. Vel. lft/sJ Hydr . Depth l ftJ Conv . (cfs) Wetted Per. (f ) Shear ilb/sq ft) Stream Power (lb/f t s) Cum Volume (acre-ft) Cum SJ\ (acres) Left 08 0 .1 ()0 9l.23 8 .38 8 .38 13.27 13 .80 I. 58 0. 61 89.0 13.86 0.84 I. 33 0 . 18 0 . 16 Channel 0 .060 94 .53 37 .86 37 .86 220 . 17 18 .57 5 .82 . 04 1476.4 19. 16 2.74 15.95 .76 0.37 Right OB 0 . 100 38.58 l. 62 l. 62 1.56 5.56 0. 96 0. 29 10 .5 5. 65 0. 40 0. 38 0 .10 O. ll ~Ja rning: The conveyance rati o I ups tream conveyance d1 v ided by downstream conveyance) is 1 ess than 0 7 o r greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile ~2 E.G. Elev lftJ Vel Head I ft I 1;.s . Elev lftl Crit W.S . lftl E.G . Slope lft ft) ..: Toted icts) Top \-'lldth I ft) '.'el Total \ft/si Max ·111 L•pth rt Ccn'.·. Total cfs Len-1th :nd. 'ft MinChEl!ttl Fdpha Frcln Loss r ft Cc.ELoss!ft 293 .99 lj . 55 293 . 4-1 293 . 19 1)_023253 205. ()(I -II). 42 5. !J'? 3 . 31 1-..:1 . a I? 3 . Bl 29•). 1 3 I . 37 (r. 78 l_I. 13 Element Wt . n-Val. Reac h Len. fft flow .ll·.rea (sq ftl .n.rea !sq ft F'low (cfsJ Top Width !ft ) Avg . 1/el . 1tt/s Hydr. L·epth 1 ft Conv. (cfsi t·letted Per. rt' Shear (lb/sq ft! Stream Power (lb/ft s) Cum Volume 1acre-ft) Cum s.a. (acres Lett ·)B ~) . 1 t) (j 9l. 23 ,, _ 95 :-1. 95 I -. ·)Z 15.'9 . 71 I I I . 0 1 s. 15 !) • 95 1. 63 0. 2V )_}""7 Channel 0. 060 94.53 39.38 39 88 .!.~5 .48 l ~ 57 0 16 2 . l ~ l t )9 . '9 19. 1 t 3. 02 18 .60 0 .80 0.3& Right OB 0. 1')0 3e.5s . 29 2 . so . 7(, . OY 0. 3-1 1 i·. ~ €. 2c. (1 • .:j ~ 0 . 53 (J. l 2 (~. l z Warn1na: The conve1ance ratio !upstream conveyance d1~ided by downstream convejancel is less t han 0.7 or greater than 1 .4. This may indicate tl1e need for addit1onal cross sections . CROSS SECTION OUTPUT Profile ff! E.G. Elev lftl Vel Head lft ) W.S . Elev (ft) Crit W.S (ft) E.G. Slope (f t/fl) Q Tolal lcfsJ 294. 14 0. 60 293. 54 293.33 . 024062 293.00 Element Wt . n-Val . Reach Len. (ft) flow .ri..rea {sq ft) Area (sq ft) flow (cfs) Le ft OB 0 . 100 9l.23 11. 45 11 . 45 20.66 Channel 0 . 060 94 . 53 41. 66 41 66 268 .57 Right OB 0. 100 38 .58 2 .99 2 .99 3.58 Tributary 1 -Existing Conditions Top Width (ft1 Vel Total (ft/s/ Max Chl Dpth (ft J Conv. Total (cfs) Length t'ltd. ! ft Min Ch El (ft i .t..lpha Frctn Loss (ft i Ci. E Loss (ft) 42.68 5.22 3 .4 1 1888 .9 83. 41 290. 13 l. 41 0 . 79 0 . 15 Top \"lid th I ft I •0.vg . Vel. (ft/sJ Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ft; Shear ilb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum S.Li. (acres) 16 . 22 1. 82 0. 71 134 .5 10.29 . 06 . 92 0 . 22 0 . 18 16 .57 6 . 4 5 . 24 1731 . 4 19.H 3 .27 21.06 I). 64 0 .38 7 .86 . 21) 0 .38 23. l ; . 99 t). 56 0.67 I). 13 (1 . 12 Warning: Tl)e con~e1ance ratio (upstream conveyance divided by downstream conve~ance! is less than 0.7 or greater lhan 1.4. This may indicate the need fo r additional cross sections. CPGSS SECTI~I 0~T~~T Pr file ~o . r. ·"-'. Ele·; ft '.'-:1 Head ft Vi .S. Ele·; ft 1 Cr it \rl . s. 1 ft i E.G. Slope !ft/[~ () Total '.cfs1 Toi; \·Jidth 1 fti Vel Total (ft si !1az Chl Dpth 1 ft ) Conv . Total (cfs1 Len:;ith 1--Jt lft) Min Ch F:I t ft l F.lpha Frctn Loss (ft ; C r.. E Loss (ft ) 2 9S. 20 .: •. 93 294. 27 : 9-1 . 26 I.'. (•2-?1)35 555. lj!) 59. 19 5 . 95 4. 14 3314 .7 80.93 29n. l 3 1. 69 1j.8l (1 . 2 3 Elemer.t ~·.1t . r.-va l . Peach Len . 1 fr: Ficw 1'.rea (sq ft) J..re:.i. lsq ft'· flo>.J <.: fs 1 Top ~"lldth ,ft , .n...vg . '!el . ( ft /s) H ~·dr . [1epth (ft; Conv. lcf s) \'Jetted Per . (ft, She"!r 1 lh/sq fr J Stream Power (lb/ft sl Cum Volume (acre-ft Cum SA {acresl Left ·: E •:r .11)(1 ~~. 2 3 i.t.. 36 2c .36 C.i:i • .3•) 24. 7(1 .59 . 07 -107 . 9 24.80 I . 86 4. 82 (1 . 39 0. 21 Channel 94. 53 55. 19 55. 19 .j ~3 . 2:"'7 lo. 51 8 .39 2 .97 2766 .0 19 .16 s. 1)4 42 .32 .17 !) . i.12 11. 66 11.U: ::, . 4 3 15 .92 2 . 01 (1 . 7 3 140. t) 16 .05 1. 27 2 .55 t). 27 0 .17 Tributary 1-Existing Conditions Warning: The velocity head has changed by more than 0.5 ft (0 .15 mi . This mat indicate the need for additional cross sections . Warning: The conveyance ratio upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4 . This may indicate the need for additional cross sections . Warning: The energy l oss vias greater than 1 .0 ft (0.3 m). betv1een the current and previous c ross section . This may indicate the need for additional cross sections . CROSS SECT ION RIVER: Tributar; 1 REACH: Reach l INPUT Description: Station Elevation Sta Elev 0 308 .18 103 .64 294 .22 112 .67 292 .98 116.45 292 .39 118 . 75 291.98 125 .69 290 .72 134 .39 289.7 139 .81 291 .03 177 .65 291 .25 270.55 301 .29 401.39 312 .64 Data Sta 4 .14 104 . 83 114 . 41 116. 87 1J9. 83 125.9 135 . 96 141. 05 178 .52 299. 12 RS : 802 num= Elev 307 . 82 294 .06 292 .75 292 .31 291 . 78 290 .69 290 .16 291 .06 291. 07 303 .12 Manning 's n Va lues num= 51 Sta 55.27 109.62 114. 6 116 . 98 120 .03 129 .75 138.B 142 .7 178. 94 344 .-, Sta n Val Sta n Val Sta n .1 120.96 .06 141 .05 Elev 300 . 8 4 293.4 292 . 72 292 .29 291.75 289 .99 291 2 91. 09 290 .98 307.36 n Val .1 Sta 63.54 110 . 15 115.18 117 .7 120. 54 132.37 139.63 J 4 5 . 93 237 .08 380.55 Elev 299. 7 293.33 292.€2 292. 17 291.65 289.52 291 291.17 296.85 310.06 Sta 103 .5 11 2. 32 115.09 11 8. 21 120.90 133.24 139. 7 174.77 242.83 38 6. 7 9 Bank Sta: Left Ri~ht Lengths: Le ft Channel 120 .9G 141 .05 49 .94 03.88 Right 59 .2B Coef f Con tr . .J CROSS SECTI01l OUTPl_lT Profile ~so E.G. EJev ft ·1e 1 H~ad 1 ft) 1-.J .S Elev t ftl Cr it ~-l . S. ft: l E.G. Slope 1f t rtl Q Total •cfsl Top Width fl I \'el Total (ft/sJ .Max Chl Dpth 1ft1 Conv. Total (c fsl Length :·Jtd. (ft: Min Ch El I ft) Alpha Frctn Loss 1 ft) C & E Loss {ft l 292 .19 0 . (1$ 292 . 11 291 . ·Io . ( • • .!5563 112 . 00 72 .19 l . 70 2 .75 150 l. 7 "0.31 289.36 l . 78 0 .38 . 00 CROSS SECTION OUTPUT Profile h20 E.G. Elev (ftl Vel Head lftJ vJ.S . Elev l ftl Crit ~·l.S . (ft) E .G. Slope ft/ft) 292 .59 0 . 09 292 .50 291 . 79 0,(105194 El ~ment t·Jt. n-Val . Reach Len. (ft 1 Flow Area sq f~· .=,,re<.] (Sq ft) Flow (cfsl Top ~-J1dt h (ft .L.··g. \/el. (ft/s H:,:dr . lJepth (ft Conv. (cfs) t-.Jetted Per . lft: Shear llbtsq fl) Stream Power 1lb/ft s) Cum Vo lume (acre-ft l Cum s.r.. {acres) Element Wt. n-Val . Reach Len. (ft) Flow .... rea (sq ft) P..rea (sq ft) Left OB (J . l01J 49. 94 -' · ~o •). 2t \l . 36 . 9& •.1 . 4 6 0 . 27 4. 9 3. 02 I). 09 . 04 (!. 07 0 .10 Left OB 0 . 100 4 9. 94 2 .35 2 .35 Elev 294 . 24 293 .03 292 . 53 292 . 07 291. 58 289 .36 290 . 98 291. 84 298. 2 310.68 Expan . • j Channel ) . flQO "3. es 3, .41 .41 -:iS. JS 20. 09 .55 l. 66 1144 .4 ·0. 54 (I. SE 1.44 0. 47 0.31 Channel o. 060 73.88 41. 14 41. 14 Right OB I). 10L1 59. 28 11. 7 8: 31 . -s 49.13 0 . I'.! 3 o. 65 :j52. 4 Y9 .2C _1. 22 ) . 19 .03 .05 R1gh OB 0. JOO 59. 28 51. 40 51. 40 Q Total icfs) Top Width !ft) Ve! Total !ft/s, Max Chl Dpth (ft; Conv. Total tcfs' Length Vitd . 1 f':' Min Ch El ~ft) Alpha Frctn Loss ft C & E Lo.s.s \ft 172. 1)(1 78. l:; l. 81 3. 14 2386.5 68 .3::. 289 .3C 1 . 77 CP0SS SECTION ;jtlTPIJT Fro!:1le n 1_. E.G. Ele·! 'ft './el Head ft i·l. S . El<E:: ft (rit t·.i.s. 'ft E.G. SlopE-iftlft Q Total ·cf:::: Top \.'J1dth ff:. 'Jel Total 'rL Max Chl Dpth 1rt Conv. Total ;cf.s, Length ~·Jtd . rft 1 Min Ch El (ft} P.lpha rrctn Lo.s.s (ft; C & E Loss (ft) •).l ' :. :9':. ~4 291 92 ·1i:•51 c;; 196 . (1'.' 3. 2i:- 2·154. 9 <7 .73 289 .3€ . 7(, (1 . 33 0 (l(t CROSS SECTION OIJTP!JT Profile #4 E .G. Elev lftl Vel Head I ft I w.s. Elev (ft) Crit W.S . (ft) E.G. Slope lft/ft) Total (cfs) Top Width (ft) Vel Total I ft/sl Max Chl Dpth (ft) Conv. Total (cfs) Length tVtd . (ft) Min Ch El I ft) Alpha Frctn Loss (ft) c & E Loss (ft) 292 .93 0 .10 292 .82 292 .02 0.005100 235 . 0() 83 .35 .94 3 . 4 6 3290.8 67 .04 289 .36 1. 75 0 .3l . 0(1 CROSS SECTION OUTPUT Profile H2 E.G. Elev (ft) Vel Head I ft) H.S . Elev (ft) Crit W.S . lftl E.G. Slope (ft/ft) Total (cfsl Top Width I ft I Vel Total lft/s) Max Chl Dpth I ft I Conv. Total (cfsl Length Wtd . (ft) Min Ch El (ft) Alpha Frctn Loss (ft l C & E Loss (ft 293 .0S 0 .11 292 .97 292 . l 0 0 . 005020 265 .uO 85 . 88 .99 3 .61 3740.2 66 .59 289 .36 l . 74 V.30 0 . 00 CROSS SECTION •JUTPIJT Profile Ii} E.G. Ele·; (ftl Vel Head ((I_) t·l.S . Elev (f1.1 Crit \·J .S . frt1 E.G . Slope fft/ft Q Tola! (cf.s) Top Wtdth ! ft Vel Tola! {tt/sl Max Ch! Dplh lftl Conv. Total t cfs) Length ~·itd . (fl} Min Ch El \ft .n..lpha Frctn Loss ft) Cf. E Loss 'ft) 292 . .2(1 0. l l 293, lt~ 2~12. l.., r1,00~013 293. 1)•.' I) 1. 9~ 2. 0 l 3. 73 413~. 4 60.20 289. 36 1. 7 3 0 .30 0. 00 CROSS SECTION OUTPUT Profile H0 .2 E.G. Elev (ft) Vel Head I ft) W.S. Elev (ft) Crit W.S. lftl E.G. Slope ift/ft) 294 . l 5 0. 15 294.00 292.72 0 . 005097 Flow (Cf S) Top 1.-Hdth (fU P..vg. Vel. (ft/s1 Hydr. Depth (fti Conv. 1cfs: Wetted Per . (ft Shear (lb/sq ft; Stream Power (lb/ft 5 1 Cum Volume (acre-ft Cum S.i·. acres; Element f!E3(;h L.:n. ·ft Flo~: .C.rea ·sq fr .1!.rea : .5 =1 ft Flo~-1 1 cf :5 Tep ;·J1dth ft_ .:..·,,~. '/el ~ft/Si H:_;dt . f..'epth ~f t , Cor.v . tc-fs • Netted P~r . 1.ft st-.ear 1 lb/sq ft J Stream Power {lb ft. s· Cum Volume racre-ft Cum SA lacres1 Element \.'lt. n-Val. Reach Len. ( ftj Flow .ti.re a (.sq ft) .O.rea (sq ft) Flow (cf s) Top VJidth {ft) Avg. Ve l. (ft/s) Hydr . Depth (ft Conv . tcfs) Wetted Per. (f t) Shear (lb/sq f t} Stream Power (lb/ft sJ Cum Volume {acre-ft) Cum SA (acres) Element Wt . n-Val. Reach Len. (ft) Flow Area (sq ft) Area (sq ftJ flow (cf s) Top Width (ft) .'!l..·Jg. \'el . (ft/s Hydr. Depth {ft Con•;. (cfs) Wetted Per . {ft) Shear I lb/sq ft Stream Power 1 lb ft s) Cum Volume (acre-ftl Cum SA 1acresJ Element l·/t. 11-'.:a1. P;:a':."'"h Len . 1fr flo·.,· .t..r'?a !S=! fr . .:..rer.1 '.:;q rt 1 Flo•·; icfs Top ~·li-it_h ft .~.V'J. Vel. ft1s Hydr. Depth lftl Con"'· 1cfs1 Welted Per . ft1 Shear llb,sq ft, Stream Power {lb/ft sl Cum 1/olume {acre-ft Cum SA I acres) Eleme11t \>Jt. n-Val. Reach Len . (ft) Flow Area (sq ftl .n.rea (sq f ) .49 s. 1(1 0 .63 0. 4 6 2fJ _ ~ 5.H· o. l 5 (1 . (19 0. t: •}. 12 Left 1)8 (>.l• .' 49. ~4 3. 11 3.11 l ~ s. (J . C:-~i (J. 53 )(•'I} 5. 96" u. 1' (t . 12 (1.14 0. 13 Left OB 0 . 100 49 . 94 .32 . 32 3.25 7. I l 0.75 0.6l 45.S 7.22 0 .19 0. 14 0. 10 0. 14 Left OB 0 . lOO 49. 94 5.43 5. 43 .29 8.20 0 .70 0 .66 60 .6 8.32 0.20 0 . l6 0 . 18 0 . 14 Left 08 •).l(ifl -19. 9-i 6 . ..i- 0. "' 5.39 9 . (·~ ~ . .;,: j 0 . 71 /(. .. 1 9 . 21) 0 .22 0 . 18 -) • 20 0 .15 Left OB 0. JOO 49 . 94 17 .74 17 . 74 llC .66 20.09 . 84 lllt .6 2(1 . 54 0.65 l. 84 {J. 58 t). 32 Channel 1:•. ,·1c,1:1 -:} . ~· ~ 4 3. 9'.i 4'. 9: I :29. 74 ~(I, 1)9 2.95 2. 19 1 $1)5. l 2(1 . 54 69 . 04 Q . OL 0.33 Channel 0 . 060 73 . 88 47 .66 47.66 [47 . 72 20.09 3. JO 2.37 2068 .6 20 54 0.74 2.29 0.67 0 .33 Channel 0. 060 73. BB 50. 57 50.57 161 79 20.09 3.20 2.52 2283 .5 20.54 0.77 2.47 0 . 71 0 .34 Channel 0.060 73 .88 53 . 01 53 . 01 l 74. 86 20. 09 3 .30 .64 2-169. B 20. 54 .81 .66 0 .74 0 .34 Channel 0. 060 73 .88 71 .28 71 . 28 53 .85 52 . 94 1. 05 0 . 97 747 . 2 53. 11 0.31 0 .33 0.05 0 . 07 P1ght 08 LI . 10(1 59. 2€ 58 .82 :8.82 00. l l 54 . 31 .12 . 08 919.8 54 . 4 9 0.35 0. 39 0.06 0. 08 Right OB 0 . JOO 59.28 69.11 69.11 84.03 56 .15 .22 . 23 1176.6 56. 34 0.39 . 47 . 07 0. 08 Right OB 0 .100 59.28 77 .35 77 .35 98 . 9l 57 .59 .28 I . 34 1396 . 0 57 .78 0 . 42 0 . 54 0 . 08 0 . 09 Right OB 0 .100 59. 28 24 .41 84 . ;i 112.75 58 . '9 . 34 1 .44 1592.5 58 .99 0 . 4 5 0 .60 0.10 o. 09 Right OB 0 .100 59 . 28 l 41. 97 141. 97 Tributary 1 -Existing Conditions Q Total !cfsJ Top Width 1 ft; Ve! Total lft/sJ Max Ch! [lpth (ft) Conv. Total 1c fs Length \·ltd . !ft ; Min Ch El rft1 .L.lpha f"rctn Loss 1 ft ~ C & E Loss ·ft: Hl"'EP: TributeirJ· PE.:..cH: P'.:'eicr. 1 ItlFT.1T [•escription: St_a::.1011 Ele•1at1on [1ata Sta Elev Sta (I ~-. .:•5.13 3(•.12 105.2 293.42 109.JE 164 .€9 290.78 168.17 177.38 2BS .79 187 .54 470.£2 3(•1 .18 343.25 40fi .J7 310 .~4 422.87 555 . 00 103 .52 2 . 4(1 . 64 74 . l .56 9.36 .72 0.30 0 .(11) FS: 7 2 ".' num= Ele'J .}1)3 . 77 .:.91. 92 29(•. 7 29(t. 9 31)5. 4 3 311. 62 Manning's n Values num= flow (cfsJ Top Width (ft ) P..vg . Ve!. (ft/s; Hydr. l'epth lft) Conv. :cfs· tletted Fer. :ft Shear ·lb/sq f t\ Stream Po1.,ier (lb/ ft s) Cum Volume (acre-ft1 Cum S~. !acres.· Ste. J 1)4 . 01 109. 56 168 .79 1ao . 42 359 .19 ..J?G . 55 291 . 9Z 29•). 67 291. 4 Ji)(.. 41 J 1 ;_ r:.. Sta l(t4 . ,;..4 ! 35. 2 l €9 . 21 :273 . 51 3€ 1 . 48 El<::•J 293.£1 91. 4 3 90.6- (10 .&8 4)€. 54 Sta n Val Sta n Val Sta n Val .1 .l 169.21 .06 187 .54 20. 25 15.£9 1.14 1 .13 283.7 15 . 8B 1). 3€ 0 .41 (!. 34 (_!. 10 Stc1 1 (•5 .15 139. 52 169.5 2/S.f 381 . n1 Bank Sta; Left Right 169 .21 187 .54 Lengths: Left Channel 48.8 122.58 Right 46. 34 Coeff Contr . .1 CROSS SECTION OUTPUT Profile ff50 E.G. Elev 1ftl Vel Head (ft) ~>J.S . Elev !ftl Crit Yl .S . lftl E.G. Slope (ft/ft) Q Total (cfs) Top «1dth lftl Vel Total I ft/s) Max Ch! Dplh (ft) Conv. Total (cfs l Length \·ltd. I ft) Min Ch El lft) Alpha frctn Loss (ft) c & E Loss (ftl 291 .81 0 .10 291 . 72 290 .89 .005205 112 .00 71 .05 1. 85 2 .93 1552.4 116.35 288 .79 .84 .12 . 02 Element Wt. n -Val . Reach Len . ( t t} flow Area (sq f t) hrea lsq ft) flow (cfs) Top «id th I ft) ~.vg . Vel. (ft/s) Hydr. Depth I ft) Conv. (cfs) t•etted Per . lft) Shear (lb/sq ft) Stream Power {lb/ft sl Cum Volume {acre-ft) Cum SA (acres) Left OB 0.100 48.80 24 .73 24 .73 16. 80 49. 00 0. 68 . 50 232 .8 49. 01 0.16 0.11 0. 05 0. 07 2&B .85 2(r . 1)9 4 .05 3 .55 4•)4 6. 0 20. 54 .10 .47 . (13 •). 38 Elev 293 .5- ~91 .33 290 .66 301 .11 307 4 5 Expan. .3 Channel 0. 060 122 .58 35.01 35.01 94 .80 18 .33 2.71 l. 91 1314. 0 18 . 77 0 .61 1. 64 0 .4 1 0 .28 245.90 67 . 80 1.73 .09 344 4 . 4 68 .04 0.€6 1.15 0 . 2(1 1).14 Right OB 0. 100 46.34 0.95 0.95 0.40 3. 72 0.42 0.25 5.5 3,87 0. 08 0.03 0.01 0.02 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess than 0 .7 o r greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Prof lle no E .G. Elev (ft) Vel Head (fti W.S . Elev (ft) Crit W.S. fft) E .G. Slope lft/ftl Q Total (cfs Top Width ( ftl Ve! Total (ft/s) ;1.:x :r.1 r;:!:~. f':' Conv . Total !cfsl Length Wtd. fl) Min Ch El \(Ll .:..lpha Frcr:n L( SS ft l c & E Loss rt\ 292 .25 0 .10 292 . 15 291 .29 .004616 172 . 00 86 .44 l . 79 2531.6 11 (·. 92 2B'3 .79 2. u; 1 . (J5 '-. o..: Element vn . n-Val. Reach Len. (ft J flow r.rea !sq ft P·.rea sq ft) flow rcfs1 Top lhdth (ft) .r..vg. ··e1. { ft/sl U••...!.-"".J'-'-• Com·. cfs Wetted f;er . (ft Shear 'lb1 sq flt SL ream Power ( lh/ (t sJ Cum\" ·lume 1acre-f1, Cum Si'. acres l Left OB 0 .100 48 . 80 4 9. 81 49. 81 4 4. 16 60. 4 7 0. 89 650. 0 60. 53 I). 24 (I . 21 0 . 09 0.09 Channel 0.060 122.58 43.02 43 .02 125. 8<) 18 . 33 2.93 1852. 1 l E. 7 I). 6(· 1 . 93 (). 50 1). ~St Right OB 0. 100 46. 34 3. 4 3 3. 43 .00 7.64 ( . 55 29 .4 .i-::i (l.13 . itl (J.01 v.r•j Warnin~: The conveyance ratio {upstream con?e~ance divided by downstream conveyance) is less than 1J . 7 or greater than 1. 4 . This ma:,· lnd1cate the need for additional c r oss sections. 1-Jarning: The energ; loss was greater than 1. • ft tO . 3 m,. bet1·1een the current and previous cross .,<?ct ion . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile 1110 E.G. Elev (fl) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total lcfs) Top Width (ft) Vel Total ( ft/sl Max Ch! Dpth lftl 292 . 41 0 .10 292 .31 291 .42 0.004475 198.00 88.21 1. 81 3.52 Element Wt . n-Val. Reach Len. (ft l Flow Area {sq ft) .n..rea (sq ft) flow {cfs) Top "idth (ft) Avg . Ve!. lft/s) Hydr. Depth I ft) Le ft OB 0 .100 48 . 80 59 . 04 59 . 04 57 . 4 5 60 . 88 0 . 97 0 . 97 Channel 0 .060 122.58 45.81 45.81 137.57 18.33 3. 00 2.50 Right OB 0 .100 4 6. 34 4.70 4.70 2.98 9. 01 0.64 0. 52 Tributary 1 -Existing Conditions Conv . Total !cfs Length ~·Jtd . (ft Min Ch El 'ft : .>.lpha Frctn Loss :ft C c. E Loss (ft: 59. 9 9 . •)0 t .79 .(1(1 1 . 1)2 (•.(I= Conv. :cfsl Wetted Pe r . (ft , Shear !lb/sq ft 1 Stream Power {lb1 ft s) Cum ·!olume (acre-f~ Cum s.: .. ! acres l 44 . c: 9. 19 1).14 ~·Jarning: The c:onve1an-::e ratio (ui:;stream c:onve/ance di·nded by do\mstream c:onve:_lanc:e: is les.s than 0 .~ or qreater tha~ 1 .4 . This ma; indicate t~~ need fo r additional cross sections . :·1ari1ing: The energ~· l o.ss ·.-,as 9reat:.er than 1.0:• ft \(•.3 m t.etween the current and !=revious c ross sect:.ion . T~1s may indicate the need fo r addi~:onal cross sections. CFl·j~S SECTION ')t1Tf"1T Profile ~4 E.U. Ele'.; ·ft Vel Head ft ~:. S . Ele .. ·ft r..: r it ~·!. S ft~ E .G. Slop~ , ft/ft c Total : ·cs~ Top Vlidtt, ; ft \/el Tolal ift/s' Max C.:hl [·pth ~ft· Conv. Total lcfs) Length Wtd . (ft ) Min Ch El {ft ) P.lpha Frctn Loss (ft I C £. E Loss (ft l ~92 . u ••.1,; ""9~. 51 291 . 55! i::ic.• 6(• .&4 3 . 7~ 3592.5 106 . €9 288 .79 1. 97 0 .98 (1 . (J6 Eleme:nt \·it. n-·.:a1 . Re3ch Ler.. ft Flo· . ..,r reo .sq ft .r-.rea sq (::.J no·.J cfs, Top i·iidt:J. ! ft . .:1.vg. 1.-'el . !ft/s1 Hydr. Depth 1ft Conv (cfs) i·Jetted Per . lft) Shear (lb/sq ft Stream Power 1lb'ft s! Cum Volume (acre-ft) Cum SP.. {acres) . Le fr:. 'JE f·.l I 4'. i .: -; 1. =< -1. Si' ; -~. 9 l c 1. 4~ 1. , .. c 1. 1 7 1175 .1 CJ . 54 (1 . 31 (!.::: 3 1). 12 u. 1(1 Cheinnel ~9.5L 4 ~: SC 153 . .)~! l ;:.. 33 .10 "". 10 234 ~. 8 18 77 0 .71 2 . 18 o. 59 t). 30 R i ;;ht :.E! .:•.!.:•• 4 £.3~ 4 . - 1) -'.-4 •J . '7(1 7 1. B ll .(1 4 (1 . l f 1). l l 0.02 0. 04 Tributary 1-Existing Conditions Warning: The velocity head has changed by more than 0 .5 ft (0.15 mJ . This ma} indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than o. 7 or greater than l . 4. This ma y indicate the need for additional c ross sections Warning: The energy loss l-.ias greater than l . O f t (0 . 3 mJ . between the current and previous cross section . This may i ndicate the need for additi o nal c ross sections. CROSS SECTION OUTPUT Profile ff2 E.G. Elev tftl Ve l Head (ft) w.s . Elev (ft) Crit W.S . (ft ) E.G. Slope lft/ftl Total (cfsl Top Width I ft ) Vel Total I ft/sl Max Chl Dpth I ft) Conv . Total (cfs) Length Wtd. I ft l Mm Ch El lft ) .~lpha Frctn Loss (ft) C & E Loss (ft) 292 .77 0 .10 292 .67 291 . 72 0.004131 265 . 00 92 . 4 3 1. 86 3 . 88 4123. 0 105. 15 288 .79 1. 93 0 . 96 0 . 06 Element Wt . n-Val Reach Len. (ft J Flow l\.rea (sq ft) P.rea (sq ft) Flow (cfs) Top >lidth I ft I Avg . Vel . lf t /s) Hydr . Depth lft l Conv. (cfs) Wetted Per . (ft) Shear ilb/sq ft l Stream Power Ub/ft sl Cum Volume (acre-ftl Cum SA (acres) Left OB 0 . 100 48 .80 81. 28 81. 28 93 . 00 61 . 04 .14 .31 1446 .9 61 . 99 0 .34 0 .39 0 .13 0 . 10 Channel 0 .060 122 .58 52 . 45 52 . 4 5 165.65 18 . 33 3 . 16 86 2577.3 18 .77 (l . 72 2 .28 0 .62 (J . 30 Right 08 0 . 1(11) 46.34 8.55 .55 6. 35 12. 2£. 0. 74 0. 70 98 . 8 12.46 0. 18 0. J 3 0. 03 0. 04 Warning: The velocity head has c hanged by more than 0 .5 ft (0.15 m). This may indicate the need for additional cross sections . Warning: The conveyance ratio (upstream conveyance divided by doi.-mstream conveyance) is less than 0 .7 or g reater tha n 1.4. This may ind icate the need for additional cross sections . Warning: The energy l oss was greater than 1 .0 f t (0 .3 m). between the current and previous c r oss section . This may indicate the need for additional cross sections. CROSS SECTION OUT PUT Profile Hl E.G. Elev (ft ) 'Jel Head lftl N.S. Elev (ft) Crit ~·l .S . (tt ) E.G. Slope ffr:/ft C Total lcfs1 Top Width (ft J Vel Total ! ft_ 'si Max Chl [•µth f: l Conv . Total cfs) Length ~"ltd . rtt Min C.:h El (tt ! .".lpha rrctn Loss (ft) c !. E Loss ft l 2 92 . 90 0 . 11 292 . 79 291. 82 •). 004113 293 . ()(! 93 . 89 .90 . 00 -1568.; 103.73 288 .79 1. 91 0 .94 0 . 06 Element Wt . n-Val. Reach Len. {ft Flow 11.rea lsq rt P·.rea (sq ftl Flow (cfs Top \<idth (ft) .!..•:g . '.'el . (ft/s) H~ . .:dr. Deµ th r ft Conv. ICfS) Wetted Per . ft) Shear (lb/sq ft J Stream Power (lb1 ft S) Cum Volume (acre-ft) Cum S.X:. (acres) Left OB 0.100 48.80 89. 02 89. 02 lfl7 .57 t'°'. 18 1 . 21 .4' 1 ~'"'.'-:'. 3 -:.2 . 35 1) . .3.., 0 . 44 0 .15 0 .11 Channel 0 .060 122 .58 54 . ·; 4 54 . 7 4 171 . 11.., 18 . 3:; 3.24 2 . ::,51 -;_·-07 . 3 18 . .75 .43 0 .65 0 . 31 Right 08 0 .100 46. 34 10 .15 10. 15 7. 9€ 13.38 1). IE o. "'£ 1:). S? 0. 19 0.15 0. 03 (l. 05 ~·Jarning : The ·1elocity head has changed by more than i . 5 ft iu. lS ml . This may indicate the need for additional cross sections . 'iVarn1n9: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections . Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous c r oss section . This may indi cate the need for additional cross sections . CROSS SECTION OUTPUT Profile tt0.2 E.G. Elev (ft ) Vel Head (ft) 293 .85 0 .14 Element Wt . n-Val . Left OB 0 .100 Channel 0. 060 P1ght OB 0 .100 VLS . Elev •fr.' Crlt \.'LS . lfr.J E .G. Slope {ft/f tl ' Total (cfs! Top \•Jidth tft' Vel Total !ft/sJ Max Chl Op th ! ft) Conv. Total \cfs i Length Wtd. (ft ) M1n Ch El 1ft. 1-.lpr.a Frc'.:n Loss ft C ;;. E Loss 1 ft· Z93 . 71 29:. 4 5 .004257 555 . (•(• 1(•4 . 9€ . 2-: .92 €-:5(•5 . B 94 .99 2~C .79 Reach Len . {f t) Flow .:l..rea tsq ft .i:.rea r sq ft) Flow refs; Top Widtl", 'ft· .:..vg . Vel . ift/s Hydr. [•epth 1:t· r;on11. ·cfs, Wetted Per. Ut1 Shear i_lb/sq ft) Stream Po~.,re:-lb/ ft Cun ··/olurf'e ~acre-ft r;um s.r-. a_re.5 4;;..;.:r 14 7. (11 147 . 01 24 4 . 59 ES . •J4 1 . 6-C: . 2-C: 3748 . 5 65 . 40 fl . cr1 . 99 ('I _ 25 •·.L 1:2.56 11 . 5(• 71.50 2S l . ~ 5 18 .33 3. 94 3. 9t) -Dl9.<. 1.8 .77 l .•Jl 3.99 •). 91 (1, 34 4 E. 34 26 . 14 2E . 14 2S:. 5€ 21. 59 1. 09 1. 21 437.' 21. 85 0 .32 0 .35 •) .09 (•. (1~ Tributary 1 -Existing Conditions Warning: The velocity bead has chan?ed o~· more th~r. 1).~ f1. •.1.15 m1 • This ma:/ indicate the need for aJd1 tional cross secticiis . ·:1;;.rr:in;i: The c.:on'.1e_,:ance rtit1::> ur;srr":!CJT: cor,··e·1~r1-:e dH·ided !::-1 do;:nstream c'Jr,•.1~/ar.ce is less than •1.• or great:~r tr.an 1.-l . Th13 ma:1 indicate tli~ n.;ec! for additional cross sections. CR•::ss SEC:Tl•)!I PIVEH: Tributar ~· PE.~.CH: Peach 1 INPUT f1l'?~rript1on: ~tar:ion Elevation [lata Sta Elev Sta 304 .3 87.37 107 4 295 .78 112.62 125 .71 289 .86 128.84 265 .83 296.31 270.19 399 .82 306 .57 403.26 467 .5 309 .08 469.67 Manning 's n Values Sta n Val Sta 0 .1 106. 2 PS : [.(1S num= Elev 297.76 2B7 .57 290.05 296. 51 306. 51 309. 31 num= n Val .06 29 Sta 1(16. 2 113 .15 213 .74 303 .5& 405.25 497 . 21 Sta 125.£ Ele·,· 2 96 . 64 2j.7 .66 294 .1)4 300 .23 306.B5 312 . 6€ n Val .1 Sta 106. s 125 .49 233 . 44 310 .ZZ l06. 77 498 . 81 Ele•.1 296.62 289.86 294.87 31)(1. 98 306. 91 312. 71 Sta 106 . 92 125.6 261 4 3 340. 74 465.57 Bank Sta: Left 106 . 2 Pight 125.6 Lengths: Left Channel Right 66 53 Coeff Contr . .1 CROSS SECTION OUTPUT Profile H50 E.G . Elev (ft) Ve! Head (ft) w.s . Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total { ft/sl Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El (ft) ~.lpha Frctn Loss {ft) C & E Loss (ft) 290 .67 0 .35 290 .32 289 .96 0 .023410 112 . 00 23 .76 . 4 5 .75 732.0 155 .81 287 .57 1 .13 l . 64 0 .09 ;: b . 01 .:.!)9 . 3 Element Wt . n-1/al. Reach Len. (ft) flow Area (sq ftl Ji.rea (sq ft) Flow (cfs) Top N1dth (ft) P.vg . Vel . {ft/sl H:,.-dr. Depth (ft) Conv . lcfs) Wetted Per. {ft) Shear llb/sq ft) Stream Power (lb/(t s) Cum Volume {acre-ft) Cum SA 1 acres l Left 08 L6 . 01 0. 04 0.05 Elev 296 .54 289 .86 296 .12 302 .93 308.9 Expan. .3 Channel 0 . 060 209.30 23. 17 23. 17 110.35 14 .73 . 76 l. 57 721. 2 16. 44 2.06 9.81 0.33 0.23 Right OB 0 .100 66.53 1. 99 1. 99 1. 65 9. 03 0 . 83 0. 22 10. 8 9. 04 0.32 0. 27 0. 00 . 01 Warning: The conveyance ratio ! upstream conve1ance divided b:,; downs l ream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need ror additional cross sections . Warning : The energy loss was greater than 1. ft !(•.3 ml. between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile i20 £.G. £le·· \'el Head !ft1 \·!. S . Eloe·· I ft l Cr1t \·1.S . lttl E.G Slope lft/ft Q Total tcfs1 Tep \Vidth lftl '/el Total ( ft/sl Max Chi [•pth lftl Conv. Total (cfs) Length \·ltd . (ft) Min Ch El I ft) .A.lpha rrctn Loss (ft) C & E Loss (ft) 0 .52 290 . f..) 290 44 l'. 029336 l 72 . t)(I 30.52 5. 13 3 .0C 1004. 2 150 . 17 287 .57 l . 28 l. 61 0 .14 ~·lt . n-··a l. Pear:h Len . ift! Flo1,.; .L;.re~ ! S'l f i·.: ;..red sq ft l Fl o:..J rf s Top :·Jtdth ! ft l•.'1"J. ""el. If t/ s I Hydr. Derr.h •fti Con·· (cf::;) Wetted Per . (ft) Shear (lb sq ft) Stream Power {lb. ft S) Cum 'iolume {acre-rt Cum Si-. I acres) 26. (11 0.06 0.05 U .(•£0 20Si .• l 27 .'5 2 7 • '5 l '4. <O l l. 93 5. "-' l.S6 959.• 16. 81 3. 02 17.91 0 . 41 . 24 ?.'.. ;h': -~ o .10·: 66 .5J 5 .- 5. 7'C+ 7 •'(I 15. c ·1 1. 31 0 .37 44 . 4 15 . 62 0 .68 0 .b9 -~l o. o;: Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4 . This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross section . This may indicate the need for additional cross sections . CROSS SECTION OUTPUT Prof 1le UlO E .G. Elev lftl 291. 34 Element Left OB Channel Right OB Ve l Head (ft I vi.S. Elev lftl Crit W.S. {ft) E.G. Slope lft/ft Total (cfs) Top Width (ft) Vel Total {ft/sl Max Chl Dpth (ft Conv . Total (cfs Length \·Jtd . (ft Min Ch El (ft: Alpha Frctn Loss f f t; C l E Loss (ft· (o . 57 29(t. 7£. 29(• 63 IJ . (!)(1224 192 . (1(1 33 . 4:; 5 . 21 3. 19 113'3. 9 14). 49 :·-:'. 5""7 l. 3< !. 59 '·' .15 i·it . n-Val . Reac:h Len. (ft i flo;v Area (sq ft 1'.rea r sq ft flow fcf s; Top W1dth (ft .r...vg . Vel . {ft/s Hydr. [•epth 1 ft Corw. icf s/ t·letted Fer. ft Shear lb/sq ft, Stream f'o;,1er lb/ft s\ Cum Volume (acn:!-ft) rum s;:. racre5 2 €. C•l . fJ€(• -9 . 3(• 9.73 0 <3 . (!5 !;. 01 ,,,_c .SS 11/''."1). 2 l •: o~ 3 .31 ·L 43 i" • 25 •).10(• fC .53 . •)4 . 04 11 . 95 1; .< 2 l. 49 •). 4 4 IJ, t)l t).(1:;:' Tributary 1 -Existing Conditions warning: The veloc.:1t · head has •:_-han·:;iied t/ more tr.an •-·· S ft H).15 m Thu ma·: indicate :::he need for add1t1onal cross se~r1oris . Warnirl•J: The conve'.;an.:e rat ir-ups t re:;m ::ir,··1e~;;:rnc.:; l i •·ided by do' .. J1,;:; t r r;an c:on·1e·_. at.ce. is les5' that. •). 7 or ~reJt-::r tha1, l 4 Thi::; ma•.1 ir1d1c.:atc !~he need for addit1011al -::ross sections . ~·larn1ng: The en-erg_ los.s -~~as :ireater their. l .(• ft 1J • .) mi . bet wee1, the .:·urrer.t and previous cross section . This ma~· :r1•J1cat-:: tl~e need for add1t1onal cross sections. CROSS SECTION OIJTf,l_IT Pro fl le h-l E.G. Elev {ft' Vel Head (ftJ w.s. Elev (f ti Crit W.S . \ft) E.G. Slope ift/ft) Q Total (cfsl Top Width (ft) Vel Total I f t/s) Hax Chl Dpth lft) Conv . Total (cfs) Length Wtd. (ft) Min Ch El (ft) .~lpha frctn Loss {ft) C £. E Loss (ft) :;:g1 . 57 n. 6£ ""911. 91 Z9(1 84 (1 (132517 235 00 36 .07 5 . 47 3 . 34 1303. 2 145 .93 287 .57 l. 41 .57 0 . 18 Element ~·H . n-Val . Reach Len. i ft 1 flow .i\rea (sq ft) .n.rea (sq ft 1 tlow (cfs) Top rlidth lftl Avg. Vel. (ft/s; Hydr. Depth 'ft J Conv. tcfsl Wetted Per. {ft Shear I lb/ sq ft J Stream Power (lb/ft s) Cum 'lolume (acre-ft) Cum SA (acres) Lt ft OB '.!:6 . I)] l). 08 0.06 Channel (1. IJ60 209.30 31 . 96 31 96 216. 2(• 15. 10 6.76 2 . 12 1198.9 17. 14 3.78 25.60 0. 4 7 0.25 P1ght OB 0 .100 oo .53 11 .00 11 .00 18.80 2 1 .57 l. 71 0 . 51 104 .3 21.59 .03 1.77 0 . 01 0. 02 Warntng: The velocity head has changed by more than 0.5 ft (0.15 ml . This may indicate the need for additional cross secl1ons . Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4. This may indicate the need for additional c ross sections. Warntng: The energy loss was greater than 1.0 ft {0. 3 m). between the current and previous cross section . This may indtcate thP need for additi onal cross sections. CROSS SECTION OUTPIJT Profile U2 E.G. Elev lftl Vel Head ( ftl W.S. Elev (ft) Crit v.i .s. (ftl E.G. Slope lft/ft) Total (cfs) Top rlidth C ft I Vel Total I ft/sJ Max Chl Dpth Cft ) Conv . Total (cf s) Length Wtd . (ft) Mm Ch El lftl .~lpha frctn Loss I ft I C £. E Loss (ft1 291 . 74 0 . 7 3 291. 01 291. 01 0.034858 265 .00 38 .80 5 .68 44 141 9. 4 14 3 .57 287 .57 l. 4 6 1. 53 0 . 20 Element \.-Jt. n-Val. Reach Len. (ft I flow Jl..rea (sq ft) Area (sq ft) flow (cfs) Top Width (ft) .n.vg . '!el . (ft/s) Hydr . Depth I ft I Conv . (cfsl Wetted Per. tft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acresl Left OB 2 6. 01 0. 09 0 . 07 Channel 0 . 060 209.30 33.43 33. 4 3 240 .19 15 .17 19 .20 1286.5 17 26 4.22 3C•. 29 0.50 . 26 Right OB 0.100 66.53 13. 20 13. 20 24 . Bl 23.63 1.88 0.56 132 .9 23.66 l. 21 2.28 0.01 0 .02 Warning: The energy equation could noL be balanced within the specified number of iterati ons . The program selected the water surface that had the least amount of error between computed and assumed values. lrlarnin:;i: The velocit:/ head has ,...hanged h:_.· more than .s f t 111 . Ic. m1 . Thi~ maJ· indicate the need for additional cross sect.ions . Warning: The conve1ance ral to !upstream ·orweJance d1 ·1ded h:/ downstream conveyance· is l ess than 0.7 or g~eater th~11 l .·l . Thts ma.· indicate the need for add1t1onal cross sections. \·Jarning: The en~rg~ loss was qrectter rhal! l. (• ft ·1 .::.. m betw~t:n thE: curtent and pre·..-ious cross secticn. Thi::: ma:.: in0icate the need for additional ::::ross sert1ons . ~·larning: During the standard step iterations, wher1 th~ assumed Hater surface ·,vas set e:'.1ual to critical depth, the c:alculat:ed water surface came back belo1·1 er itical def th . This ir.dicates that r-he1e is not a ~alid subcr1lic:al answer . The program defaulted to cr~tical depth. CROSS SECTION OUTPl.IT Profile ~l E.G. Elev Cftl Ve! Head (ftl >l .S. Elev lft1 Crit W.S. (ft) E.G. Slope (ft/ft) Total (cfs) Top Width (ft) Vel Total (ft/sJ Max Chl Dpth (ft ) Conv. Total fcfsl Length Wtd . (ftl Min Ch El ( f I '.:91 . €9 I). 75 291 . 14 291 . 14 034284 293. 00 41 . 60 5.66 3.57 1582 . 4 141. 83 287.57 Element Wt. n-Val . Reach Len . (ft J flow Area (sq ft) Area (sq ft) Flow {cfs) Top io/idth ( ftl ~.vg . Ve!. (f t/s> Hjdr Depth I ft I Conv . (cfsl Wetted Per. (ft) Shear (lb/sq ft! Le ft •)8 26. (\l Channel ) . 060 .09 30 35.37 35 . 37 260 . 18 15. 25 7.36 . 32 1405. 2 17 . 41 4. 35 Right OB 0.100 66.53 16.39 16.39 32.82 26.35 .00 0.62 177.3 26.38 l. 33 Alpha Frctn Loss (ft) C & E Loss (ft) .51 1 . q 9 0 . 21 Stream Power (l b/ft sl Cum Volume !acre-ft) Cum SJl. <acres) (1 .l(! fl . 07 31 . (•. 1). n.o 0.0 Warning: The energy equation could not be balanced within the specified number of iterations . The program selected the water surface that had the least amount o f error between computed and assumed values . Tributary 1 -Existing Conditions Warning: The velocity head has changed by more than 0 .5 ft {(1 .15 m). This ma/ indicate the need for additional cross sections. Warning: The conveyance ratio 1upstream conveyance divided by downstream conve;ancei is less than 0 .7 or greater than 1.4 . This may indicate tt1e need for additional cross sections. Warning : The energ; loss was greater than 1.0 ft {0 .3 m between the current and previous =ross section . This may indicate the need for additional cross sections . Warning: During the standard step iterations, when the assumed water surface was set equal to cr1t1cal depth, the ~alculated water surface came back below critical depth. Th1s ind1cat~~ tr.at there 15 not a val1~ subcr1t1cal answer . The program defaulted to critica_ depth. cpi: .. ss SECTIAJ ,)!JTPl.JT Profile f!(1.Z E.G. Elev (ftl Ve! Head { fu \·/.S . Elev (ft) Crit W.S. {ft) E.G. Slope (ft/ft) Q Total (cfsJ Top Width (ft) \/el Total !ft/s) Nax Chl Dpth {ftl Con~. Total (cfsl Length Wtd . lftl Min Ch El (ft) .~lpha Frctn Loss lft J C & E Loss (ft) 29~.92 29:.0.. (15 292 . OS. (1 . 031105 555 . (lt) 61 . 7!) ~., ,:i(I 4 . 48 3146.9 124 . 50 287 .57 . 77 .09 0 . 24 Element i·it. n-·.:al. React", Len. (ft i rlo\.; .i\rea (sq ft Area (sq ft) Flow (cfsJ Top Width (ft ) A·1g. Vel. lft/s1 Hydr. l•epth I ft I Conv. (cfs) i'letted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ ft s) Cum Volume (acre-ft) Cum s.n. (acres J Le f I:' •jB 1). 17 0 . OB Channel •. 1.(1c.·· 2•)9. 311 4 9. {'. . .; 4~1 . .::: 4 lf. 55 15. B3 .41 3 . 13 2373.2 18 .50 . 21 43 .94 o. 74 0 .30 Ri1hl'. OB 0.11'.•1:• £0.p j 49. s ... 4 9 . s: 136.45 45.8" ? . 7, 1. 08 773.7 45. 92 2 .09 5 . 77 0 . 05 0 . 04 Warning: The ene rg'.J1 equation could not be balanced wi tl11 n the specified number o f iterations. The program used critical depth for the water surface and continued on with the calculations . VJarning: The velocity head has changed by· more than 0 .5 ft (0.15 ml . This may indicate the need for additional cross sections. ~Ja rn ing: The conveyance ratio (ups L ream conveyance divided by downstream conve:,;ance l is less than 0 .7 or greater than 1.4. This may indicate the need foe additional cross sections . ~Varning: The energy loss was greater than 1 .0 ft (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections . \•Jarning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there lS not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: Tributary REACH: Reach 1 INPUT Description: Station Elevation Sta Elev 0 304 .05 161 .38 290.77 199.14 286 .7 200.94 290.01 255.85 288.07 268.48 288.19 275.€5 288.28 292 .84 294 .1 501 .54 107.77 588.23 312.67 Data Sta 58. 48 162.33 199. 74 206 . l 256.16 2f.9. 04 285. •)8 297.35 523.12 Sta n ·.:al Std . 1 £ ..,s . 65 Bank Sta: Lefl P1;1h:_ ... ~.65 2~1.35 RS: 396 num= Elev 299.52 290.66 289. 2 289.77 288.07 288.2 286.02 297. 66 JOB . 92 n Val . Do 46 Sta 91. 37 167.53 199. 87 2 32 . 4 6 2 5 7. 04 270.28 266. 4 298.22 529. 2 Sta 91 . 35" Elev 297 . 4 3 290. 04 289.73 289.21 288 .08 287 .98 ,087 . 81 298 .35 3oq. o5 n 1l.:al .1 ! ... enaths : Left Channel l:;.4r; H~ .. 42 Sta 134 .82 177 . 51 200. 27 243 .52 264 . 91 270.44 290. 82 462 .04 558 .8 Right 1 . c.:_~ Elev 293.53 289.94 289.99 287 288 .15 287 .95 "93.81 304 . 62 309.64 Sta 142.02 197.39 200. 34 255.36 267 .74 270.86 291 . 35 4 65. 19 585.44 Coeff Contr. .1 CPOSS SEt.TIOll .:lJTPTJT Profile il50 E.G Elev tftl Vel /lead (ft) W.S. Ele·: lft) Crit W.S. \ft) E.G. Slore ft/fl Total cfsl Top \·Hdth lftl Vel Total {ft/s) Max Ch! Dplh (ft) Conv. Total (cfs) Length \·Jld . (ft) Min Ch El I ft) Alpha Fcctn Loss (ft) c ' E Loss lftl 288 . 9'-1 0 . 05 288 .89 288. O· 0.005971 112 .00 68 .23 1. 47 2 .87 1449.4 110.66 286 .02 1. 55 l. 06 0 . 02 Element \<JC . n-Val . Rea di Len. {ft l flow F.rea f sq ft .:l.rea 1 sq ft) Flow cfs) Top Nidth (ft) Avg. Vel . ( ft/s) Hydr. Depth I ft l Com:. (cfs) \·Jetted Per. (ft Shear lb/sq ft l Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SJ:.. I acres) Left OB C1 .ltJO 16.46 57 . 01 57 . •Jl 64 .09 56 .66 1 . 12 1. 01 829.4 58.84 0 .36 0 .41 .02 .03 Elev 293. 06 286.97 290. 04 288 .06 288 .18 287 .98 293. 88 304. 88 312.56 Exran . .3 Channel 0. 1"'16(1 148.L 19 . ·ll 19.41 47.91 11 . 54 2 . 4 7 .68 620. 0 13 . 26 0.55 .35 0.23 0 . 17 . 00 . 00 Narning: Di vided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyancei is less than 0.7 or greater than 1.4. This may indicate the need for additional c ross sections . Warning: The energy loss was gr eater than 1.0 ft 10 .3 m!. between the current and previous cross section. This ma; indicate the need for additional c ross sections . CROSS SECTION ·:11.lTPl'T Profile ij2(J E.G. E.le-.1 lft Vel Head ~ft ; \·J.S . Elev !ft Crit ii .S . ift· E.1..;. Slope {ft ft Q Total (cf s Tor VJidth {f1_ "'el Total 1 fti~1 Mo:.-r.,:hl [1pt!1 1 ft Con'.'. Total c:fs Length i-·ltd. i:: Min Ch El (ft' ?.lpha Frctn Loss (ft Cl.ELoss1ft .ZBS:-. '1(1 (t . (16 :39.34 2::-B . 4 5 172 . (1(1 '9. :i;1 1. 58 3 . 3: 2 31 ~. 5 l •!c . I 2 :;::: c. (12 . 52' .10 (!. 03 Element ~·n. n-Val . Reach Len. (ft i Flow .rt.rea (sq ft .?..rea tsq ft 1 Flo...., (cfs i Top Viidth (ft i>-.vg . Vel. {ft /Si HJdr . [1epth (ft} Con-:. 'cfsi \·Jetted Per. ft) Shear ! lb/sq ft St['eam Po~·1er 1 lb, ft sJ Cum Vo lume (acre-ftl Cum s;.. (acres l Wa['n1ng: [1ivided floH computed for this cross-section . Left OB 0 .10(1 1 E. 4.S 84. 32 84. 32 105. 1)5 .25 . 25 14 li .1' t_I . 41 P . SI u. •)) 0. (J} ct.annel (•. •)6(J 14::'. 42 24 .73 24 .73 u:.St:: 11. ~·::; 2. o I 2 . (1~ S·(12 . ~ 1:.. .... .:1 . co: 1). (I . 18 l. 93 0 . (, .. , (1 . 00 ~~a ['n i ng: The conveyance ratio (upstream conveyance divided by dO\-ms tr earn conveyance· is 1 ess than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. Warning: The energy loss was greate[' than 1 .0 f t (0.3 ml . between the current and pre·;1ous cross section. This may indicate the need fo[' additional cross sections. CROSS SECTIOIJ OUTPUT P['ofile ffl O E.G. Elev (ft/ Vel Head (ft) VJ .S. Elev {ft Cri W.S. ift\ E.G. Slope (ft 'ft) Total (cf s) Top Width (ftl Vel Total ( ft/s) Max Chl Dpth {ftl Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) Alpha Frctn Loss { ftJ C & E Loss (ft I 289.59 0. 06 289.53 288.53 005439 198.00 89. 61 .59 3.51 2684 .7 107. 74 2 8 6. 02 .59 .13 . 04 Element V1t . n-Val . Reach Len. (ft) Flow Area {sq ft) .n.rea (sq ft) Flow (cfs ) Top Width (ft) Avg . Vel. (ft/s) Hyde Depth (ft) Conv. (cfs) Wetted Per . (ftl Shear (lb /sq ft) Stream Power (lb/ ft s) Cum Volume {acre-ft) Cum SA (acres) Warning: Divided flow computed for this cross-section. Left OB 0 . JOO 16.46 97.74 97. 74 122.08 77. 60 I. 25 I. 26 l 655.4 80.34 0. 41 0.52 0. 04 I). 03 Channel V.060 14 B. 42 26. 94 26. 94 75.92 12.01 .82 . 24 11)29 . 4 14 .05 0 .65 .83 0 .30 c1 . i a Right OB I . 93 0 . 00 0 . OU Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicate the need for additional cross sections. Warning: The ene['g"/ loss was g['eater than 1.0 f t (0 .3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT P['ofile ff4 E.G. Elev !ft) Ve! Head (ft) W.S. Elev (f t) Crit \·l.S. (ft) E.G. Slope !ft/ft) Total (cfs) Top Width (ft) Vel Total ( ft/s1 Max Chi Dpth I ft Conv. Total (cfs) Length t·1td . (ftl Min Ct1 1:..1 t ttJ .".!!Oh• Frct11 Loss r ft) c & E Loss {ft1 289.82 . 06 289.76 286.62 0 . 005291 235.00 102.35 I. 60 3.74 3230.6 I <)6. 91 .:::ob. IJL . 64 . 14 !t. ·14 Element Wt . n-Val . Reach Len. (ft) Flow Area {sq ft! .n.rea (sq ft) Flow (cfs) Top '1idth I ft I Avg . Vel. (ft/sl Hyde. Depth (ft) Conv. (cfs) Wetted Per . {ft) Shear t lb/sq rt 1 Stream Pot.Jet !lb/ft s) Cum Volume {acre-ft J Cum s.oc.. I acres t'iarr1in9: Di·,1ided fl,· .. ; 'mruted for this cross-section. Left OB 0 .100 16. 4 6 117. 20 117. 20 147.% 90. 17 1. 26 I. 30 2032 .6 93. 10 U.£1.c. n. SL !I•(!= 1. n4 Channel 0. 060 148 .42 29.74 29.74 87 . 14 12 . 19 .93 .44 ll98 .0 11 . 34 U .o~ . 01 I). 3~ 11 . 19 Right OB I . 93 1). <)(t II lfl W.;irrung: The conve·;anc:e ratio turstream conveyance divided by downstream con·~·ey·ance1 is less than V.7 or grea~~r than 1.4. This may indicate the need for add1L1onal cross sections . \·!arnin9: The energ~· lo.ss was greater than 1.0 ft (0 .3 ml . between the current and previous cross sect ion. This ma; indicate the need for additional cross sections. CP.OSS SECTIOll OIJTPUT Profile ffL E.G. Elev ift) Vel Head (ft) t~.s. Elev (ft) Crit \.·l.S. (ft) E.G. Slope (ft/ft) Q Total lcfs) Top \·Jidth lftl Ve! Total lft/sl Max Chl Dpth ( f LI Conv. Total {cfs) Length I-ltd. (ft) 2 8 9. 98 07 289. 92 288.70 0 .005l03 265 .00 107 . 51 I . 62 3. 90 3709.6 l05. 91 Element Wt. n-Val. Reach Len. (ft l flow Area (sq fl\ Area (sq ft) Flow (cfs) Top Width (ft) .t.t.vg . Vel. (f t/s) Hydr. Depth ( f ) Conv. {cfsl Wetted Per. (ft) Le f-:. i" 8 (1 . 11)0 16. -1 6 J 31. 99 131. 99 1 70. 73 95.2l I. 29 l. 39 2389.9 98. 20 Channel 0. 060 148 . 42 31 . 69 31.69 94 . 27 12 .30 .97 <. 56 1319.7 14 . 54 I. 93 Tributary 1 -Existing Conditions Min Ch El ! ftj .~lpha Frctn Loss (f t) c E. E Loss (ft) 286. 02 1. Cl I. 13 0 . 1j5 Shear \lb/sq fti Str eam Power ! lb/ ft s1 Cum Volume (acre-ft) Cum SP.. !acres) Warni ng : [·ivided f low computed for this cross-section. 0. 43 0.55 0. 05 0 . 04 0 .69 .1)1 0 . 34 0 .19 0 . (•0 0. (•t) Tributary 1-Existing Conditions WarninJ : The velocity head has changed by more than 0. ft (0.15 m). This may indicate the need for additional cross sections . Warr.in~: Tl"1e conveyance ratio (upstream conveyance divi ed by downstream conve:,'ance; is less than (r .-or greate1 than 1.4. This maJ indicate the need for additional cross sections . ·:iarn1ng: The energy loss ·;1as greater than l.• fr: {0 .3 ml . between the current and previous c.:ross se~tion. This ma; 1n~icate the need for addir:ional cross sections . CPOSS SECTI01~ Ol_ITPUT Profile ;il E.G. Elev ;ft ·:"=l E.:a i . ft.: ~·i .S . ElE"J •ft' Cr1t ~·.1 .s. •ft' E .~; . .:.:lor;~ Ut/ft Q Total (cfs) Top Width lft) Vel Total 1ft/s) Max Ch 1 [pth ! fl) Conv . Total fcfs) Length Wtd . (f t) M1n Ch Fl 1 ft} Alpha Fr ctn Loss (ft) c & E Loss (ft) 2:1•). l ~ I ,,)"' 29(! .• :i;:. 2S~. 17 . <:10S(139 293 . 1.•:• 12(1 . B.j .d 4. 06 4127 .-; 1 OS. ,,j(I 286. n2 1. 68 1.15 0.06 Elemer1t i·lt . n-''al . Feoc:h Len . !ft flow .!-.J ea (sq ft' P.rea sq ftl Flow (C:[s' Top VJ id th (ft} ?.vg. Vel. I ft/s · Hydr. [1epth (ft! Com:. (cfs) Wetted Per. ift) Shear 'lb/sq ft' Stream Power {lb/ft s ) Cum Volume facre-ftl Cum SA (acres) Left i)S O.l•j(J lC . .tC 148 . 74 148 74 190 . 13 lOe . 4c: 1. 2B .37 2676:. s 111 .50 (•. 42 0 . 54 0.06 0 . 04 Channel l 4B. 4::: 33.71 33. 71 H12.n 12. 12 3. •)5 2 . 71 1449 2 14 . 7 4 r1. 72 2 .20 0 .36 0 .19 R:".1ht .:c 1. '1j 0 .00 0 . 00 ~/arning : The velocity head has changed by more than 0 .5 ft (0.15 m). This ma'j indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile ij•l .i E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Crit Ol .S. (ft/ E .G. Slope (ft/ft) Q Total (cfsl Top Width I ft I Vel Total ( ft/s) Ma x Chl Dpth (ft I Conv . Total (cfs) Length I-ltd. (ft) Min Ch El ( ftl Alpha Frctn Loss (ft) Cl. E Loss (ft) 291 .12 0. 07 291.05 289. 21 0 .004074 555. (10 129.75 1. 83 5. 03 8695. 3 100. 01 286. 02 . 37 0 . 96 o. 09 Element Wt . n-Val . Reach Len . (f t) Flow Area (sq ft) Area l sq f i:) Flow refs) Top Width (ft) P..vg . Vel . {ft/sl Hyde. Depth I ft I Conv. (cfs) Wetted Per. (ft) Shear I lb/sq ft/ Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP.. (acres) Left 08 0 . 100 16.46 257.61 257.61 407.23 116. 62 1. 58 2. 21 6380.2 119. 71 0 . 55 0 . 87 .09 .05 Channel 0. 060 148 . 42 4 6 . 07 4 6 . 07 147 .77 13 .14 3 .21 3 . 51 2315. 1 15. 94 0. 74 2.36 0 .51 0 . 23 Right OB 1 . 93 .01 .01 Warning: The velocity head has changed by more than 0.5 ft f0 .15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This ma·1 indicate the need for additional cross sections. CBOSS SECTION RIVER: Tr1buta1y p E.".'::!!: p-:. -~. ! INPl.IT C1escription: Station Elevation Sta Ele\' u 303.96 165.:11 191.13 185.11 28".12 220.l 290 .41 266.19 292 .71 271.87 293.84 532.94 304 .79 656.63 312 .64 Sta 41. ~,4 lr:'::. 1'38 .13 225. SC 266. 5 291.21 570. 95 num= Ele·1 300. u .. 291 . ('9 ze0 .17 290.86 292.8 297.58 307 .Bl Manning 's n Values num:: Sta n Val Sta n Val 0 .1 165.0l .06 -~ £. Sta 8~.os 1c,.:,.2~ 1 B.3 . SL 251. 89 268.76 L91 . 57 '>93. "9 Sta 220. 1 Ele·; L'!"'. 91 ~eci. 39 257.13 292. 92 293.24 zgi.65 30'?. (·-I n Val .1 Bank Sta: Left 165.0l Right 220. 1 Lengths: Left Channel 24 .93 93 .58 CROSS SECTION OUTPUT Profile tt50 E.G. Elev !fti 287 .87 Element Std 14 I. 95 1 72 . 0 I \ 9". "6 264 .54 269 .55 293 . 4 €2':. 11 Right 1 . 47 Elev "-~L . 7€ 2e~.71 288.65 293.91 293.39 298 3•J9., 4 Sta l £(1 . 3~ )i6 .3l 204 .2 265 .87 270 .62 529. f 1 653 .55 Coe ff Contr. .I Left OB Ele•.r 291. 45 2~5.49 289.15 292. '.:14 293.c ](•l.51 ; 12. 54 Ex pan. .3 Channel Right 08 Vel Head !ft: ~~.S . Elev (ft .' Crlt l;J .S. {ft E.G. Slope ft/ftl Q Total icfsi Top \·Hdth (ft, \./el Total (ft/s Max Chl Dpth •fr: Conv Total 1cfs · Ler.'Jtt. i"ltd . ft Min Ch El 'ft ,,,lpha frctn Loss •ft C l E Lo~s ft 0 . 22 2B7 .€4 287 . (dj 0.017B52 112 . (1(1 22 . ll•) 3. 81 2.92 S3-:..2 7&.32 204.71 !.•:".' 1),51 Wt . n-Val . Feach Len. ! ft ) flo•...J .U.rea {sq ft' /..rea (sq ft) flow (cfs) Top Hidth \ft1 J....vg . Ve l. (ft/51 H~·d r . Depth ! ft Conv . !c:fs i ~·letted Per. ift; Shear 1lb/sq ft Stream Pm.,ier !lb'ft Cum Volume iacre-ft Cum s.:.. :acres 24. 93 .(I! (•. 1)2 0 .060 93 .58 29 . 4 3 29 . 43 112 .00 22 .40 .6:1 I . 31 23 . 8C: 1 . 3- 5 . 2:; (i, 1: ~I , 11 1. 47 'llarning : The c:~iwe·.·an.:.:<? ratio iup.srream con\'E/ance d1• icled [,/ downstream ccnveyar.ce is less thar, ···.7 or ;;ireai_r;r than l . .J. Th!s ma~1 indic~te the need for additional (:COSS sections . E.G. Elev ·ft Vel Head (ft1 \·l .S . Elev !ft_; Cr it W.S . (ftJ E.G. Slope fft/ftl Q Total (cfsl Top \'lidth (ft Vel Total (ft/s Max Chl Dpth 1 ft) Conv. Total ~cfs1 Length \\ltd. (fti Hin Ch El (ft) Alpha frctn Loss (ft) C c. E Loss (ft· (1 . .3c. ".' :;-. 91 287.Sll (i .024148 172. (II} 2<1 . 3C. .8l ~ 2t) 1093. 3 76. 21) 224. 71 1. 00 0.59 0. 09 El.:ment i-·Jt . n-Val . Reach Len. · ft Flo·"' Area (sq ft1 11.rea (sq ft 1 flow (cfs) Top 1riidth (ft) .n.vg . Vel. (ft sl H'.f·dr . Depth iftl Con\·. {cfsl Wetted Per . rft) Shear (lb/sq ft) Stream Power (lb/ ft sl Cum Volume (acre-ft) Cum SA (acres) Left ,· 8 7.4 . 9:? 0 . 02 (J . 02 Channel •). 1)£1'1 93. 58 35.€9 35.69 172.0(1 24.36 . 82 l. 47 1093.3 25.95 2. 13 10.24 0. 18 0. 12 1. 47 0. 00 0 . 00 Warning: The conveyance rati o (upstream conve~ance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional c ross sections. CROSS SECTION 01JTPIJT Profile fflO E.G. Elev (ft) Vel Head I ft) W.S. Elev lft) Crit 1-J.S . rft) E.G. Slope (ft/ft) Tota 1 (cf s) Top Width I ft l Ve l Total I ft/s) Max Chl Dpth lft) Conv. Total (cfsl Length ~Hd . I ft' Min Ch El lf t) .~lpha frctn Loss (ft C & E Loss t tt 288 .43 0. 42 288.00 287.68 0.027078 198.00 25 . 04 5 . 21 3. 29 1190. 1 75.56 284 . 71 1. 00 0. 62 0.11 Element Vlt. n-Val. Reach Len. (ft) flow Area (sq ft) .n.rea {sq ft) flow (cfs) Top Width I ft) Avg . Ve!. (ft/s Hydr . Dept h (ft) Conv . (cfs ) Wetted Per . (ft Shear ilb/sq ft Stream Power (lb/ft s) Cum Volume {acre-ft I Cum SA (acres) Left OB 24.93 0 . 02 .02 Channel 0 .060 93. 58 37.97 37. 97 198.00 25.04 5. 21 . 52 1190.l 26.66 .46 12.83 0. 19 0 .12 Right OB 1. 47 0 . 00 0 . 00 Warning: The conveyance ratio (upstream conveyance di~ided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional c ross sections. CROSS SECTION OUTPUT Profile ~4 E.G. Elev lft Vel Head 1 ft) W.S . Elev lftl Cr1t W.S . lfti E.G. Slope (ft1 ft Total \ctsJ Top VHdth (ft) '.,'el Total (f t s Max Chl Dplh i ft Con·-·. Total .-rs Length :·nd. fr_ Min Ch El ft .;.lpha frctn Loss i ft_ C f. E l .. oss (ft 289 .03 0.51 288 .lL 287 .87 0.031815 l. j~. 1)1) 25 . '" : .. 41 l:? 1 ~. ~ '-l.t:'C:. 2"·1. -1 l •1)U 0 .66 0. 14 Element ~H . n-Val. Reach Len. {ft flow .l\rea (sq ft) .l\r:-ea (sq ft\ Flm.,. 1cts1 Top \.Hdth (ft) .n.vg. ·:el. ((t/s H:_.:dr . Depth ft C.:mv . 'cfs i·lett_ed Per . ft Shear lb/sq ft/ Stream Power lb/tt si Cum Volume (acre-fl, :um s.ri. (acres) Left 08 24 .93 •). 02 1). 02 Channel 0 . 060 93.56 40.89 40.89 LJ:,. IJU ~ ~). 8 8 S.75 . 58 1: 1-. .: LI .SE 2.95 16. 9il !) . 20 0. 12 Right OB 1. 4" ij ,QQ 0 .00 Warning: The corr:eyance rati o !upstream conve:1once divided b'/ dmmstream conveyance) is less than 0 .7 or Jrea~ar than l . .J . This ma~ indicate the need for additional c ross sections. CROSS SECT!OIJ Ql!TPLIT Profl l e ff2 E.G. Elev !Eli Vel Head (ft) w.s . Elev lf t) Crit IO.S . lft) E.G. Slope lft ftl To al (cfs) Top t·lldth I ft} Vel Total (ft/st 288 .79 0 .59 288 .20 288 .00 0.035213 265.00 26. 47 6 . 1 E Element t·Jt n-Val. Reach Len . ( ftl floH .n.rea (sq ft) Area (sq ftl flow (cfs) Top 1'idth !ft) .Z\vg . Vel . (ft/sJ Left OB 24 . 93 Channel 0 .060 93 .58 43 .02 4 3 . 02 265. 00 26 . 47 6.16 Right OB 1. 4 7 Tributary 1 - Existing Conditions Max Chl Dpth (ft Co:-,v. Total cfs Length Wtd . ft) J.lin Ch El ( f _;Jphei rrct1. Loss 1 ft ; CE. E Loss \ft ·· 3 . 49 Hl2.Z ""4 .4(1 2 :;4 . 71 .(l(I (•. €9 (• .1 c Hydr. [•epth (ft 1 Conv . ~cfs Wetted Per . \ft, Shear !lb/sq ftl St:-<:-am Pov1er llb/ft s; Cum --'olume !acre-f t Cum 5.i·. 1acresJ (l ,(J::: (1 . (•2 1. 63 1412 .2 2i .1 9 3.35 t.1• 21 (1• 12 Tributary 1-Existing Conditions Warnir.~: The veloc.:itJ head has c.:ha11:Jed bi mere than t" .5 ft !'J.15 m;. This may indicate tr,e need for additional cross se~tions . \riarn u-1?: The c.:onve1ance ratio ! upstream '"an;.·e 1ance di·: i ded bj downstream ccnve1ance l is 1 ess than •.'. 7 or greater than 1.4. Thu; ma indicate the r.eed for additional .-·ross sections . ("P·)SS SECTION Ol.1TPl_1T Profile 111 E.G. Ele\' lft; ·.:el Head ft1 VJ .~. El E'J tit i Cr1t W.S . (ftl E .G. Slope jftlft) ·J Total fcfs; Top 1•!idth lit' Vel Total 1ft1s1 Max Chl Dpth (ft' Conv . Total (cfsi Letigth Vltd. (ft) Ml!~ Ch El ~ft~ .~lpha frctn Loss (ft) c & E Loss (ft i ' . .;..; :-~ :1 : ,.·-. 12 -·:·3:.4 '.'9 L ~'].. 1,11) 2C:. 9E f. 54 3.$6 i493 .~ 74 . (13 2·~ 4 'I~ 1 . 01) .j. 7 1 t'•. 18 Element P..::o·:·h Len. it Fl~· .. :i.rea 1 sq f1_ .r...r-::o , sq [1_: Flo;,; cfsl Top :-:idth ft; .:..vg . ·1~1 . :ft/s· Hydr. [•epth !ft Conv. lcfs) \<Jet teci Pet . (ft~ ~re~t lb/~q fl: Streeim Fo-..ver (lb. ft s1 Cum Volume tacre-ft Cum SA f aC"r-es \ Left ·JB .:..4 . '13 (). (13 (J. 02 4 4 . 8i 4 4. 82 .:.. S·3. (11> 2 c. 9(. (. 54 1 . €6 1493.5 28 .72 }.75 24. 52 0 .22 0 .13 0 . 01) (\.(J(I Warning: The velocity head has changed b:_; more than r~. 5 ft (0.15 m) This may indicate the need for additional cross secti ons . Warning: The conveyance ratio {upstream conve:iance divided by downstr-eam conveyance) is less than 0 .7 or gr-eater than 1.4. This may 1nd1cate the need for additional cross sections. CROSS SECTION OUTPUT Pror1le U0.2 E.G. Elev (ft) 'Je l Head {f t) «.S . Elev lftJ Crit '1.S . (ft) E.G. Slope {ft/fl) Q Total (cfsl Top t·Jidth (ft l Vel Total C ft/s) Max Chl Dpth I ft) Conv. Total (cfsl Length Vltd . (f tl Min Ch El lft) .a.lpha F'rctn Loss {ft) c f. E Loss {ft) 290 . 06 0 .98 289 . (J9 239 .09 .045316 555 . 00 35.84 7 .93 4.38 2607.2 72 .08 284 . 71 1 . 00 0 .83 0 .26 Element Wt . n-Val. fleach Len. (ft) Flow Area (sq ft) Area (sq ft) F'loh· (cfs) Top «1dth I ft I .~vg . ·:el . {ft/s) Hydr. Depth (ft) Conv. (cfsJ VJetted Per. (ftl Shear I lb/sq ftl Stream Power (lb/ft s) Cum Volume (ac1e-ft1 Cum SA (acres) Lefl OB ~~. 93 . 04 . 02 Channel 0 .060 93 .58 70 .02 70 .02 555 .00 35 .84 .93 .95 2607 .2 37 .98 5. 22 41. 34 0 . 31 0 . 14 Right 08 0 .01 0 . 01 Warning: The energy equati on could not be balanced within the specified number of i terations . The program sel ected the water surface that had the least amount of error between computed and assumed values . Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning : The conveyance rati o (upstream conveyance divided by downstream con~eyancel is less than 0 .7 or greater than!.~. This may indicate the need for additional cross sections. Narning: The energy loss was greater than 1.1 ft (0. 3 m). between the current and pre1:ious r:ross section . This ma:/ indicate the need for additional cross sections . Warning: Du r ing the standard s t ep iterations, when t he assumed water surface was set equal to critir.al dep th, the calculated water surface rame back elm.i critical depth . This indicates that there is not a valid subcrit ical answer. The pr-ogram defaulted to c ritical depth . RIVER : T11but.ary 1 REACH: P~ach 1 IMPTJT L•escription: Station Elevation Sta Elev 0 304. 04 172.91 293.22 189.c~ 291.19 226 -.;.- 2 51. 87 278.42 34 0. 74 360.03 369. 7 5 390.78 699. 33 287.12 286.78 286 .19 292. 4 3 293.71 293.75 297.73 309. 27 Manning 's n Values L·ota Sta 29.57 181. 51 192. 6 229.4 252 .68 279.66 341. 39 3 64 . 7 3 371 . 11 628 . 57 728 .94 s a n Val Sta 0 .1 225.63 FS: l r .. 4 num- El~·: 301 .74 23Z .7 26i.-3 286.35 20-. 12 286. 16 292 .51 294 .03 294 -01 304.41 309.88 num= n Val .06 54 Sta 83 .4 183.~l 196.94 229'. 50 254. 1 280.41 343. 48 365.18 382.21 633. 752. Sta 252.66 Ele·: 2"8.64 2;;i2 . 58 284 .85 286 . 27 287 .06 286 . 14 292 .78 293 . 41 296. 11 304 . 8 312.5 n Val .1 Sta 1 lB . QC! 18 3 . 6t: 200 .93 235 .48 260 .-15 289 .26 348 . 9E 365 . 51 384 .83 671. 95 757 .23 Ele·· 295_ 67 292.52 28£. 49 284.5,: 286. 8·1 285.92 292.72 292.95 296. 61 307.88 312.65 Sta 118. 4 3 184. 99 225. 63 250. 12 265 22 290.49 352.23 368.72 390. 66 696.67 Elev 295.6€ 292 . 24 287. 12 296.54 206.66 265.96 292.97 293.56 297.71 309.21 Bani: Sta: Left Pight 225.€3 252 .C:~ E.G. Elev ft '!el Head ft \ :·J .S . Ele'j ft c r it :·i . s . ft E.G. Slop~ ft ft Q Total cf.5 Tep ~Hdth : ft ".; l Tct~.:. fr:. Max Ch.i Lpr:.t. ft r..:on·J . Tc·>~l cf::. L<::r.~tt: ':i1:(i. ft Hir, Ch Sl fr i-.lpha Frc:t11 :..o.sE ,ii: C & 2 Lo:;~ l r: Lengths: Lef t Channel 27 .36 72 .:Z~ Right 1 . 4; ">-.3(> 0 .(14 . (11)333·) 112 .• ·1(• 1(1C:. 42 14 19~ i . (• 51 . 92 ,· .. •)3 Element Wt . n-«_.'al . Reach Len. ! ft 1 Flow .=..r.:a 1sg ft f!.rea (;:.q ft1 Flo1r1 :cf;:. Top Width (f1:1 /.<.vg . •_.·e1 . !ft/::: Hydr. [•eptli !ft Ccnv. !<.:fs \·Jetted Per . ft Shear lb/sq ft Stream Power lb ft Cum 'iolume iacre-ft Cums.=-. :acr es Coeff Contr. .l Left •)E f1 .l!)(• z 1. l •:· ~ 1. l• 13 . -- 31 . -l• ·:·'" (1 .<.• :3.; . .,; .... 12 .-._ ... .:, t) •'i ,-1.·•! Expan . .3 Channel 0 .(1(.(1 39 . 4 5 "1. 4 ~ 21 . (!~ -~ 1 .4( ••.I: ' I • !.' ~ 1).1(1(• 1. 4; ;; . 3. 3;. 3Z :·Jarn1ng: Tl1E ·:01we;.·a11ce ratio (upstream conveyance divided b; dot·:nstreom cor,veyance' is less than or greai:er than 1.4. This may indicate the need for additional cross sections. CROSS SECTI1)t>J OIJTPfJT Profile H21) E.G. Elev !it~ Vel Head ; fU W S . Elev (ft Crit v..i.s. ;ft) E.G. Slope tf t /ftl Toi:al 1cfsJ Top Width !ftl Vel Total ft/s) Max Chl (1pth (ft) Conv . Total (cfs) Length VJtd. (ftl Min Ch El \ft) .~lpha frctn Loss ft) c £. E Loss (ft) 287 .59 0 . 05 2.87 . 54 286 .70 .003758 172 .00 108 .81 1 . 36 3 . 02 2805. 9 47 .20 284 . 52 1. 6E 0 . 4 3 . 03 Element Wt. n-Val. Reach Len. (fti Flow ,!l..rea (sq ft/ P..rea (sq ft) Flow (cfs) Top Width I ft) Avg . Vel . {ft/si Hydr. Depth ! ft I Conv. (cfs1 Wetted Per. (ft) Shear !l b/sq ft ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left ')8 0.1(•(1 27 . 3t:· 29. £.•) ?9.60 25. 1)5 31 -7(1 Ct. 85 0.93 408 7 33. 06 0.: 1 0.1& 0.01 0 . l)l Channel 0. 06t) 72 . :a 4 6 -75 4 6 . 75 100 -7•) 27 .05 . 15 1. 73 1642 .7 27 .66 0 . 40 0 .85 0 . 09 !) -06 Right OB 0 . l(H) .4" 50. 54 50. 5~ 4€.25 50. 07 0 . 92 1. 01 7 54 . 5 50. 19 0. 24 0. 22 0 .00 0. 00 Warning: The conveyance ratio {upstream conveyance d1v1ded by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OIJTPl.JT Profile HlO E.G. Elev (ftJ Vel Head •ft) w.s. Elev {ft) Crit W.S . tfll E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total { ft/s) Max Ch! Dpth I ft I Conv . Total fcfsl Length Wtd. (ft) t.fln Ch El (ft) Alpha fr ctn Loss (ft l C & E Loss (ftl 287 .70 0 . 05 287 .64 286 .79 0.003874 198 . 00 109 .75 !. 43 3 . 12 3181.3 46 .03 284 . 52 !. 63 0. 4 3 .03 Element Wt . n-Val . Reach Len. {ft) Flow Area (sq ft1 Area {sq ft l Flow (cfs) Top Width I ft) Avg . Vel. (ft/sl Hydr. Depth I ftl Conv. (cfs) Wetted Per. (ft ) Shear (lb/sq ftl Stream Power (lb/ ft s I Cum Volume (acre-ft) Cum SA (acres\ Left OB (J .100 27.36 32.95 32 .95 30.31 31 . 81 0 .92 l. 04 486 .9 33.21 . 24 0 .22 0 .01 0 . 01 Channel 0. 060 72 .28 49 . 59 49 . 59 112 .82 27 . 05 2 .27 1. 83 1812.8 27 .66 0 .43 0 .99 0 . 09 0 . 06 Right OB I). 100 1. 47 55.85 55.85 54.87 50. 88 0.98 1.10 881 .6 51. 01 0 . 26 0 . 26 (I. 00 0 . 00 Warning: The conveyance ratio (upstream conveyance divided lly downstream conveyance) is less tha11 o .~ or greater than 1 .4 . This may indicate the need for add1t1onal cross sections. CH1JSS Sl:..CTl JN vt.lfPIJ"I f'rorile ~-I E.G . Ele·.r ft) \Je 1 Head ( t t l ~·J. S. Ele·· ! (t :::r it \·I. S . if t E.G . Slope (ft tri ": Total lcfsl Top Width ft '/el Total ft/sl Max Chl Op th I ft) Conv. Total 1cfs) Length I-ltd. I ft J Hin Ch El (ft) Mpha Frctn Loss (fl) C f. E Loss (ft) 287.84 0. 06 287 .78 280 . 91 0 . 00'"11)31 235 . 1)(1 l lf1 . 97 l. 53 3 . 2£ 3701 . 2 4 4 . 71 284.52 . 61 44 0 . 03 Element \·Jt . n-Va 1. Reac-h Len. tft1 Flow Area sq ft .:i..rea sq ft Flow ~c fs Top Width (ft Avg . Vel. ift/s) Hydr. Depth (ftl Conv. (cfsl Netted Per. I ft) Shear (lb/sq ft Stream Power (lb/ft s1 Cum Volume !acre-ft) Cum s.n. (acres\ Left OB I). 1 QI) 27 . 3C· 37 -"': 37 . 3? 37 . 9• 31 a~ 1. 02 1. 1 c 59€.9 33.42 0. 26 0 . 29 0 . 01 0 . 0 1 Channel 0 . 060 72. 28 53. 31) 53 . 3·.i 129 . ·~· 27. 1)5 2 . ',, 1. 97 204 4. 3 27.66 0. <19 1. 18 0.10 0 . 06 Pi-;iht 08 (! .101) . 4 7 l'.1. 9l €2. 91) f7 • .;(! 51. 9S 1. (Ii 1. 21 1 !)60. •) 52 .09 0. 30 0 . 33 ) . 00 /), 00 Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater han 1.4 . This may i ndicate the need for additional cross sections. CROSS SECTION OUTPUT Profile ff 2 E.G. Elev (ft) 287 .95 Element Left OB Channel Right OB Tributary 1 -Existing Conditions I/el Head (ft) VJ .S. Elev (fti Cr1t W.S. (ft) E.G. Slope ift/ftJ Q Total (cfsi Top Width 1 ft j Vel Total 1 f t/s; Max Chl Dpth 1ft ) Conv . Total !cfs ) Len9th i·ltd. (ft . t1ln Ch El tft ) i'.lpha Frctn Loss . ft I C l E Loss ft I 0. B7 . 8'. 0 . 041 €.5 . 11. I . 3. 4Jt'i· .4 43 :-4 264 . s: Wt . n-Val . Reach Len. (ft~ flow .£..rea :sq ft 1 P..rea !sq ft) Flcl·J tcfs Tor ~'lidtr. ·ft'· .:.:J;-i . Vel. ift/s) H/dr . [iepth 1 ft C.:onv . 1cfs; VJe::ted Per . ift. Shear lb/~q ft Stream f-O.,!er (l b.'ft s. Cum '.'olume :acr e-ft Cum Si·. acres i 0. l Ot) 27 .3€ 40.57 40.57 44 .12 32 . (•:i . (19 . 26 684.1 33 . 57 o. 31 0 . 34 0 . (tl i)_(•l 0€(' . (•5 . (15 14 . 39 . (15 2 i . €. €. (•. 53 .3~ (1 .11 " ' I } 1)0 . 4' . 49 c.-"'; 4 1.14 I. 29 12(11 . ~ Warning: The conve~ance ral10 upst:eam con~e;ance diviaed by downstream conveyance:1 is l~ss than or t;1rea1..e:r than 1.-1 . ·~:ds ma_. 211d1cate th.:! need for additional cros.s 5ect1.:ins. r.. • ._,. Ele-..· ! ft· \/el Head ft.' 11J .S . Elev :ft) Cr1t VL S. fftl E.G. Sl ope (ft_/fL1 Q Total (cfsl TC!=' Width I ft I Vel Total <ft/sJ Max Chl [1pth {ft J Conv. Total lcfs) Length Wtd. l ftl Mm Ch El I ftl .~lpha Fr ctn Loss (ft) C & E Loss (ft ) 281 1 _, ti. (1(14 26"i 293 . (11) 11?.Ci . 6) 3 .45 44 85 3 43 . 19 204 . 5c I. 58 0 . iJ 5 0 . 04 El.:;mer.r: W1 ... n-·'al . Reach Len . (ft· flow F.rea (sq ftl .n.rea (S-! ft) Flow lcfs1 '!'0!=-' J...1idth I ff: l P.vg . Vel . (ft/sJ Hydr. (•epth (ft! Con•;. tc f s) Wetted Per . (ft ) Shear 1lb/sq ft ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA <acres) Left JB 0 . !(1.:• .J3. 4 7 4 3 .<7 so . 00 32. 1 .:.· . 1 s 1.35 765. 4 33 .71 0. 34 0 40 0 . 01 0 .01 '.:t.anr.el tJ . •Ji!.' 72. -;; SE-:. 49 58. <J ~I 155.91 27. (15 2. (.7 2. l ~ ,386. 7 27.6i 0.56 . 50 0 . II 0 . (17 '.l(•f• . "' -'1 .• (•l 7 J.. 1.1 I o-:. 10 c :~ • 4 ·l 1. 19 1 . 3- 1303.; 53.59 Ct.Jo 0 . 43 0 . 00 (J . 0( Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional c r oss sections. CROSS SECTION OUTPUT Profile ff O. E.G. Elev (ft) Vel Head I ft) \V .S. Elev (ft ) Cr1t \-J .S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width I ft I Ve! Total I ft/s) Max Chl Dpth I ft l Conv . Total (cfs) Length <ltd. (ft ) lhn Ch El I ft ) Alpha frctn Loss (ft) C & E Loss (ft) 288.76 0 .11 288.65 287.50 0 .005128 555. 00 11 8. 67 2 .19 4. 13 7750 4 39.83 284 . 52 I. 52 0.49 0.05 Element Wt. n-Val . Reach Len f ft) Flow P.rea (sq ft) Area (sq ft) Flow lcfs ) Top \;1dth (ft) Avg . Vel . (ft/S) Hydr. Depth (ft ) Conv. !cfs ) \.-Jetted Per . (ft ) Shear (lb /sq ft ) Stream Power (lb/ft s) Cum Volume {acre-ft) Cum SP. (acres) Left OB 0.100 27 .36 65. 4 6 65. 4 6 106.30 32. 94 . 62 . 99 1484 . 4 34 . 72 0 .60 0 .98 0.02 0 . 01 Channel 0 . 060 72 .28 76. 76 76.76 268.82 27.05 3. 50 2.84 3754 .0 27.66 0 . 89 3. 11 0 .1 5 0 . 08 Right OB 0. 100 I. 47 11 0.67 ll0.37 179. BB Se .ES 1. 62 1. 89 2512.0 58.68 n.oo 0.98 . 01 o.oo Warning: The conveyance ratio (upstr eam conveyance divided by downstream conveyance) is less than 0 .1 or greater than 1 .4 This may indicate the need for additional cross sections. CP.OSS SECT ION FIVER: Tributary REF.CH : Fea0 h I INPIJT Station Elevation Dal.a Sta 1""3 . .'::.J 5. F 3 25-.4, l.. /!. 1_1.!J 4 11 . p ~ 422. 21 4 34 . 9 452.41 4 (0. 44 •171 742.6£ 826.74 Elev ~03 . 8 l.. 9.1 . 5-;i 28' o9 .::.. 9<1 . 99 .::.. '32 . 41 ~9~.03 293 .07 296 . .!J 3 294.29 295.57 307 . 94 312 . 62 11. 1 19~. - :.c.i. Cd . oO:, .)~4 . 21 41 l . 7; 422.94 438.65 453.B9 4 EI. 54 471.23 168."5 RS : '31 num= Ele·· 29 ~. .::..1'.:.-.>:1 L 84 , ~-;' 87 . lC., ~92 .54 293 .1 293.C 9 29G. 12_ 294 .53 295.57 309.35 Manning's n Values num= 61 Sta .., -:, . 58 .::.. l •:I , b} .::.. 52 . ;;;;4 . 32 9. 9- 4 l4 . E- 1129 . .;:q <139 . 86 4 57 . 12 <63 . l 5 4-2.s- 7 (9. 92 Sta n Val Sta n Val Sta 0 .I 2H .59 .06 277 .04 .::..?L . 91 293.76 2~4. 1)2 23.,. 34 294 .89 295.58 309. 3 7 n '/al .! Bank Sta: Left Right Lengths: Left Channel 21 4.59 277 .04 27 .95 57.62 CROSS SECTION OUTPUT Prof 1le #50 Sta 99. 61 214 .5~ 254 . -13 21 3.8d 353. 22 41 "'1 . 5 4 32 57 441 . 4 7 458. 15 -163.8€ 697 .48 799.53 Right I. 6 Ele'.' 2 97 . 64 290.47 26£.54 .d:9. lt. _I? 5. 68 292.8c 293.95 294 .33 296.25 295. 04 304.32 309. 99 Sta l 57. 94 221.(•3 L5i:. 31 2-:s . er.. 3£0.83 41 9.56 434 . 19 443 30 460.07 460. 16 '02 . .51 922. •11 Coeff Contr . .l Ele-.· 295. .t..8G .. '-4 ~so.~4 L 91 , .::.. "t 2'35 . ., 292.,3 294 . t)6 294 .7 294 . 21 295.56 304.74 312.47 .3 Tributary 1 -Existing Conditions E .G. Elev lftl Vel Head (f t) Vl .S . Elev (ft1 cr1t ~v.s . (ft/ E.G. Slope (ft/fr:' Total (cfs) Top ~'lidth (ftl Vel Total lft/s 1 Max Chl [.ipth l ft Con\'. Total (cfs Length \<ltd . ft, Min Ct"1 El ft1 F.l~r,; Frc.tn Less 1 ft c f. E Loss (ft· 22€. Ci5 (1. 33 2t\E . 52 286 .52 (1.047:944 11 2 . 0•) 46.59 3.59 Z.35 54(1. 5 ~5 .26 2B4 . 1 7 1. C:6 .28 Element Wt. n-'.'al . Reach Len . (ft i Flow Area (sq ft P.rea {sq ft l Flow !cfs: Top \•J id th ; ft · ,;vg. Vel . (ft/s Hydr. t1epth ft Conv. 1cfsJ Wetted Per . ft Shear (lb/sq ft Stre.:im Power qb, ft s 1 Cum ··olume ·acrt-tt Cum 5l·. (acres Left (.B ... ·. Channel l). (16(1 c.-62 15 .f6 15 . 86 c·;.. 20 1 iJ. 46 c. 24 .l•) ~·:i1 . 5 1 ~. 2f· 1-l. 53 (•. i)} Pi~ht OB (t . l•)(• . f(l 15.33 15.3:3 3~. 11 IJ. 4;. 139 .. _. 2Z . 1- 1. z' Tributary 1 -Existing Conditions ~·Jarnir~.J : The ener;i, c:::p.;at1cr, c.:ould not Le balar,r...:ed .·;1·L11. tt-:e ~re·:_ :1-::d r.,.:rt:.;:-of lt.era1~ic1,.:;. The program selcct_~d rhe dater surface: that !1ad · !1~ l~ast amour t of t:rroz. betvJeen ..... o::.,:L:t.eJ and aEsumed volu-:s. \'iarning: [.1ivided flo;.1 ·-omr:uted for th1s cros.s-Eect1:::.i: Warning: Tt.e convef·an..:e ratio 'upstream cowJe)'ar,ce di•:1ded l:.i dmm5tr-::-am ... onvc:j·ar.ce1 is less than ti _-; or Qreater than 1.-l . This ma-ir1dicat:: tLt:: rieed for .:id:J1t1011al cross sections. Warning : The energ; loss was greater than l .(J ft (l.• • .; mi . betVJe~n ti,e curr-:1.t and previous cross sect ion . This may indicate the need for additional cross sections. Warning: [1uring the standard step iterations. when the assumed water surface was set equal to critical depth, the calculated water surface came bad: below critical depth. This indicates that there is not a valid subcr1tical answer. The pro~ram defaulted to critical depth . CROSS SECTION OUTPl.'T Profile li20 E.G. Elev fftl Vel Head (ft) \'l .S . Elev (ftl Crit W.S. (ftl E .G. Slope lft/ft:J Total (cf s} Top «idth I ft) Vel Total I ft/Si Max Chl Dpth lftl Conv. Total {cfsJ Length Wtd . (ft) Min Ch El I ft) ~.lpha Frctn Loss (ft) c i E Loss (ftl 287 . 14 l). 3-1 286 . 79 286 . 79 . (14 5058 172 . OQ 56. 13 3 . 79 .62 810.3 .JO. 73 284 . 17 l . 53 1 . 17 o. 03 Element Wt . n-Val. Reach Len. (ft) F'low Area (sq ft) Area {sq ft l F'low (cfs) Top 1<1dth I ft) .ll..vg . Vel . (ft/s) H:,.·dr. Depth {ft) Conv . (cfs) Wetted Per . (fl) Shear (lb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left .j& 27 .95 0 . 00 n. oo Channel 0 . 060 57.62 20.26 20. 26 112.30 17. 74 5. 54 1. 14 529. 1 18 70 .05 16.89 0. 03 0. 02 Right OB 0.1 Q(! l. 60 25. 14 25. 14 59. 70 38 .39 2 .37 0 .65 28 1. 2 38 . 4 8 1. 84 4.36 0 . 00 0 . 00 Warning: The energy equation could not be balanced within the specified number of iterations. The program selecled the water surface that had the least amount o f error between computed and assumed values. Warning : Divided f l ow computed for this cross-section. Warning: The conveyance rati o (upstream conveyance divided by downstream conveyance l is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning : The energy loss was greater than 1.0 ft (0.3 ml . bet\·1een the current and previous cross section. This may indi cate the need for additional cross sections . Warning : During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below cr itical depth . This indicates that there is not a valid subcriti cal answer . The program defaulted to critical depth. CROSS SECTION OUTPl.IT Profile ttlO E .G. Elev (ftl \'el Head (ft I W.S . Elev fftl Cnt W.S. (ft' E .G. Slope (it. ft, Total {cfs ) Top Width (ft I "Jel Total (rC/sJ Max Chl Dpth (ft) Con.. Total cfsl Lenq hi-ltd. ttl r-11n Ch El ft . .:..lrha Frrtn Loss I ft_, r: & E Loss ( [I_ I 287 .24 0 . 37 286 .8' 286.87 0.048252 198. 00 $7 . 97 .,) . ~, 2 . '1Q 91.11 . 4 39. 59 23<.17 l 49 I . 1 7 .-, . 03 Element Wt . n-Val. Peach Len. (ft) Floi,J Area (sq ft Area {sq ft l Flow {cfsl Top Width (ft) .twg . Vel. \It/.SI Hydt Depth 1 ft J ccnv . lcfsJ \-Jetted Per. 1ft1 Shear lb/sq ft_) Stream Power 1 lb ft :5) Cum ·:olurne iact~-ftl Cum SF-. 1acres) Left OB -_95 (1 ,1 11 .! J Channel 0 . 060 57.62 21. 60 21 .60 125.28 18.63 !:>. ~u .16 571). 3 19 .61 .:>. 32 19.25 . 03 . 02 Right OB 0 .100 1. 60 28 .00 ze .oo 72 .72 39. 3q 2 . oll 0 . 71 .>31 . 0 _._9. 4 5 2 .14 5. 55 0.00 C1.00 Warning: The energy equatior1 could not be balanced w1th1n the specified number of iterations. The program selected the ~ater surrace that had the least amount of error between compu ted and assumed va 1 ues. Warnin?: Divided flow computed for this cross-section . Warning: The conve~ance ratio {ups ream conveyance divided by downstream conveyance) is less than 0 7 or greater than 1.-l . This may indica e the need for additional cross sections. ~larning : The energ:,-· loss was greater than 1.0 ft (0.3 m). bet1·Jeen the current and previous cross section. This may indicate the need f o r additional cross secti ons . Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth . This indicates that there is not a valid subcritical answer . The program defaulted to critical depth. CROSS SECTION OUTPUT Profile o4 E.G. Elev (ft) 287 .37 Element Left OB Channel Right OB Vel Head (ft) W.S. Elev {ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total tcf sl Top \·lidth I ft) ·.'el Total lft/s ) Max Ch! Dpth I ft I Conv . Total (cfs) Length i-Jtd. ,ft ) Min Ch El l ftl ;._l pha frctn Loss 1 ft i c & s Loss (ft/ 0 . 4Q 286 .97 286 . 97 0.051782 235 .00 ((!. 39 . 24 . 79 1(132 . 7 38.28 284. 17 I. «I I.!€ .) . (I ~ Wt. n-Val . Reach Len. ~ft} Flow .n..rea (sq ft ) .n..rea fsq ft) Flo"N !cfs1 Top i-Jidth f ft) .ll.vg. ·1el. (ft/s) H·1dr. [.1epth (fti Conv . 1cfs) 1Jetted ~er . \ft , Shear 1lb/sq ft i Stream Po1·:er (lb/ ft Cum "/olume ·acre-ft Cum SJ.. 1 acres/ 27 .95 0 . (IC) f1 .1)(1 23. 23. 143 .r 19 . 18 f. 11 .19 €3(1 , (1 3. c:: (t .04 ft . (13 (·. l •) 31. 9 31. 9 91. £ 40 . . ~ (_I. -9 4(1:;:.-: 4(t.-: .J .53 :·:arrnrig : 1he energ:.-1 equation could not be balar.ced •·iith11, tne spec1f1ed numbe-r or tter5ti0r1s. Tt-,~ ptO·~ram select.:;J tt·.e ;.,.ater surf.:~.:: :..ha: ~.ad the lsa::t amount of er-ror Let· .. :e-:-1, c..-;l'\ruteJ :rnrf assumed valu-::s. ~arning: Divided flow ccmputed for this cross-sect ion . Warnin::t: Tl1e c:onveyance ratio (upstream conve1ance d1vi·l2d l'-... j dow11stream co1••1e/ar. :.:: i.~ l-;:ss • r,a1 .-i .' er greater r:han 1.4. Th1s ma~· inU1cate the 1.-::ed for addit:ional cross secr:1~ns . ~'!arning: The energy loss ~·Jd5 great er than!.• ft (t) 3 m;. bet .. ·1een the :::urrer.t and previous cross section This ma~ indicar:e the need for add1t1onal cross sections . Tributary 1 -Existing Conditions Warning: During t he standard s t e p iterations, when the assumed wa ter surface was set equal to cri tical depth, the calculated water surface came bac~ below critical depth . This indicates that there is 11ot a valid subcritical answer. The program defaulted to critical depth . CPOSS SECTIOH OUTPUT Profile H2 E.G. Elev lft) Vel Head (ft l W.S . Elev (ft ) Crit W.S . (ft) E.G. Sl ope (ft/ft) Q Total lcfs) Top \Hdth I ft I Vel Total (ft /s) Max Ch! Dpth I ft I Conv. Total (cfs ) Length Wtd. !ft) Min Ch El lft) .ll.lpha Frc tn Loss ( ftl c & E Loss (ftl 287 .47 0 . 4 3 287 . 04 287 . 04 .053581 2 65. 00 62 . 30 4.41 2 .87 1144. 8 37 .39 284 . 17 .41 . 15 0 . 04 Element \'lt. n-Val . Reach Len {ft) Flow .ll,,rea (sq ft l Jl.r-ea lsq ft) Flow (cfs) Top vlldth l ft J F.vg . Ve!. ( ft /sJ Hydr. Depth If t I Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft sJ Cum Volume (acre-ft) Cum SA (acres) Left OB 27 .95 I). 00 o.oo Channel 0 . 060 57. 62 25. 03 25. 03 157.65 20.69 6. 3(J l . 21 681 . 1 21. 72 3. 85 211 .27 0. 04 0. 03 Right: OB 0.11)0 l. 00 35.0o 35. 00 107.35 41. 61 3. 06 0 . 84 463.8 41 . 7 5 2 .81 8 . 60 0 . 00 0 . 00 Warning: The energy equation could not be balanced within the specified number of iterations . The program selected the water surface that had the least amount o f error bet\veen -:omputed and assumed values. Warning: Divided flow computed for tins cr oss-section . Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) i s less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The e nergy loss \·Jas greater than 1.0 ft (0.3 m). between the current and previous cross section . This may indicate the need for addi tional cross sections . ~~arn1ng: During the s tandard step i terations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth . This indicates that there is not a valid subcritical answer . The program defaulted to critical depth . CROSS SECTION OUTPUT Profile Pl E.G. Elev (ft ) Ve 1 Head I ft I \-J.S . Elev l ftl Crit \·1.S . t ft) E.G. Slope (ft/ft / 1 Total c fs) Top Width (ft) "..'el Total (ft /s) Max Chl Dpth (ft J ,...::r.--'!':.. .. :..1 ~f: Length VJt:d. lftl 1-lln Ch El tft) .t..lpha F"rctn Loss lfti ;. E L~ss rft1 287.55 0. 45 287. 11 267. 11 'l.055441 293.00 63. 90 4. 57 2.94 ~::: 11 . 1 36. 6B 284 .17 1 . 38 I. 15 (•. 04 Element Wt. n-Val. Reach Len . ! ft) Flow .n.rea (sq ftl J..rea (sq ft l Flow {cfs) Top 1-/idth I ft I .o.•;g. Ve!. lft/sJ Hydr. Depth (ft l l·:etted Per . ittl sr.eai flb/sq rl) Stream Power llb/ft S) Cum Volume 1acre-tt Cum s;.. lar·r&.:SI Left 08 27 .95 0 . ~JI.I (1 0 I.If! Channel 0 .060 57. 62 26. 38 26. 38 171. 04 21.45 .48 .23 -'.::'.(. 1 22. 51 4. oc 26 . )fl !I . 04 n . 1)3 Right OB 0 .100 1. 60 37."7 37 .77 121. 96 42 . 4 5 3. 23 0 . 89 42 .60 3. 07 9. 91 fJ.1)(1 . "' Warning: The energy equation could not be balanced 1-1ith1n the specified number of iterar:ions. The program selected the ivater surface that had the least amount of error bet;,1een cc.·mruteJ and assumed values . - Warning: Divided flow comput ed for 1h1s cross-section . Warn1ng: The conveyance rat10 (upstream con·1e"jance divided by downstream (;Onve'iancel is less han 0 .7 or greater than 1 .11. This ma; in icate the need for addi tional c ross sections. Warning: The energy loss was grealer than 1 .0 ft !0.3 ml . between the current and previous cross section . This may indicate the need for additional c ross sections. Warning: During t he standard step iterations, when the assumed water surface was set equal to cri lical depth, the cal culated water sur face came bacY. below critical depth . This indicates that there is not a valid subcritical answer. The program defaulted to c ritical depth. CROSS SECTION OUTPUT Profile •0 .2 E.G. Elev (ftl Vel Head (ft ) \·l.S. Elev (ft ) 288 .22 0 . 60 287 .62 Element \·lt . n-Val . Peach Len. (fl) Left OB 27 .95 Channel 0. 060 57 . 62 Right OB D .100 I . 60 Crit ~l.S . {f ti E.G. S 1 ope ! f t .1 ft\ Total {cfs) Top Vlldth (ft) Vel Total (ft/.s Max Chl Dpth 1 ft Con·.r . Total lets Len~th :-nd . !ft Min Ch El 'ft Fi.li;:t.a f"rctr. Loss ft Ci:.ELcss 1 fr: 87 .62 o. 62340 55.00 76.5' ~ 5f . 4 5 2:22 . .:r 32.C.9 2134. 1 7 . (•7 ,·,.(1C F'low Area (sq ft/ Ar ea (sq ft\ f low (c f s) Top \hdth t ft I .n.vg . Vel. (ft/s· Hydr . [iep th 1ft1 Conv. (cfs) Wetted Per . (ft• Shear (lb/sq ft' Stream Poiver Ob/ft s1 Cum Volume (acre-ft• Cum s;.. '.acres) 3 3 29 .5(1 . 5C: . 41 11 f. 4 .71 . +)3 f l. u . 2€ 1. ;9_ 4 . I . !•:•4C-. 49. 3(• ~.82 :;:.:•. f3 :·~arn1n::;: T!ie '=''er~y e:iuat1on could not be ba:lanced · .. 1ithin the si:ec:if1ed numb~r of iterations. The pro~ram selected the water surface that had tt1e least amount of ~rror bet~een ~omputed and assumed "alues . ~·J:irni:1:;i: [-1·11ded flo:·.' ~omi:-uted for this c:ross-sectio1 .. :·~arr.11:J: n-,<; or, "=:ian,::e: ratic iupstream c:cnveyance di""1d:d b_; dc:.-msr.ream .. ·01,·:.::~.·ar,ce-· i.s !es.s tt·,ar, .:•./or :-irea:er than l .~. This may indicai-e ':li2 ne<:d ror addit1onal r_·ross sections. Warr •• :1l: The ener~; ioss ~as :;ireater than 1.0 ft 1 0 .~ m . te~ween the Lurt~n~ anJ previous cross section. This ma1 indicate the need for ad,ht1onal CLOSS s~c1;1011s. Tributary 1 -Existing Conditions i·Jarnit1·:.: Pur111g the star.dard step iterations, when the ;:issumed i·tai-.er surf~ci::: was set equal to critica .. depth, th.:-calculated Hater .surface came bacl: belO\oJ c.t·1r_:1cal deptt-.. This indicates thc.t tl1ere is not" a •1al1d subcritical answer . The program defaulted to cr1t:1cal d~pth . CROSS SECTION RIVER: Tr1butar1 1 REP.CH: Reach l INPIJT Description: Station Elevation Data Sta Elev Sta 304. l 6.09 81 .85 299 .83 89.58 197 . 35 257 .86 265 .36 272 .72 306 . 93 365 .27 418. 8 294 .l 197.53 285.29 258.25 282 .99 265.68 284 .3 274 .67 284 .71 312.53 290.8 285 . 74 368.07 4 21. 59 478 .11 292.9d 480.29 492 .9 294 .01 494 .02 500 .22 294.24 502.03 513 .45 296.8 514 .82 830 .76 309 .45 831.63 Manning 's n Values Sta n Val Sta . I 2 59. 52 Bank Sta: Lef t Right 259.52 278 .58 RS : 24 num= Elev 303.74 299. 21 294.08 285.28 282.89 284.72 2 8 4. 96 290. 51 285.82 292.92 294.08 294.59 297.07 309. 4 9 num:: 70 Sta 10.07 110.9 242.49 259.52 265.83 274.82 313.29 380.87 471.22 482. 18 494.25 504 .17 756.78 8 60. 64 n Val Sta .06 278.58 Elev 303. 48 298.42 287.53 284.87 282.84 284.75 285.35 287.74 292 . 4 293.05 293.77 295.01 304 .22 310 . I n Val .l Lengths : Left Channel 1.46 23 .86 Sta 25. 12 147.83 242.60 261 . 72 26B.27 21q.s,:i 323.36 386.86 472. 45 482.73 494 .67 506.52 7 62. 64 881 . 95 Right .43 Elev 302 0 l 296.53 207.o 284 . 16 283 .36 284 .75 290. 54 286.65 292 .56 293. I 293 . 17 295. 41:5 304 . 71 312 . 4 4 Sta 25 . 27 196. 83 2l2.94 263 .9-l 270 . 9-l 306. 78 326.24 413 .26 4 76 . 01 490 . 06 498 .86 512 . 81 803.9 086 . 311 Coeff Contr . .I CROSS SECTIOM OUTPUT Profile M50 E.G. Elev (ft) Vel Head (f t) ~-J.S Elev {ft) Crit i;.s. (ftl E.G . Slope (ft ftt Total tcfsl Top 0/1dth (ftl Vel Total ( ft/sJ Max Chl Dpth f ft l Conv. Total lcfs) Length Ntd . lftl M.in Ch El ft fa.lpha F'rrtn Loss tft c !. E: L'JSS I fl. 285 .42 0.20 265.22 285.08 .020008 l l 2. 00 54 . 61 2.83 2.38 79]. g ~82.B-l .El CROSS SECTI•)Jl OIJTPIJT Profile ij~•) E.G. Elev \ft_) Ve! Head {ft) W.S. Elev (ft1 Cri: ':1.S. (fti E.G. Slope lft, ttl Q Total (cfs) Top W1dth (f t) Ve! Total tftlsl Max Ch l Dpth fl' Conv . Total tcfs Length ~·l td . (ft) Mm Ch El (ft) Alpha E'rct n Loss (ft) C & E Loss (ftl "'BS. 74 0. 24 285. 49 2a5 3o 0 . 0200t)5 172. 00 57 11 3. 14 2 .65 1216.l 282 .84 . 60 Element Wt. n-Val . Reach Len. ( f1) F'low Area lsq ftl Area (sq ft) F'lm·J (cfsl Top Width ( flJ Avg . Vel. {ft sl Hydr. Dept h t f i Conv. (cfs) Netted Per . ft Shed r (lb ·sq t t Stream Power l}b1 ft: Cum Volume lacre-tt Cum s.:.. (a--·resl Element \rlt . n-Val Reach Len. r ft F'lm-.• f..rea sq t t Area (sq ftl F'low ic f sl Top Width ( fll .n.vg . Vel . lfttsi Hydr. Depth tft) Conv. (cfs) \Vetted Per . ! ft Shear (l b/sq ft Stream Powe r (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Le ft OB 0 .100 J. 19 0 .1.:i 0 . 1 L 1. 09 u. 6..J t_l ,l':: (J . 9 1. 1 s •J . 21 1). l 3 Left 1JB ! .1(11) \}. 7€ i..r . 7£ 1). 62 J.06 (). 81 0. 25 4 .4 3 . 14 0 .30 0 .24 Elev 302 .8 294 . l q 287 .46 283 .45 283 . 92 284 .71 290.6 285 .57 293 .03 293 .81 293 .98 2C!6 .66 308 3Jc .59 Ex pan. .3 Channel 0.060 2 3. 2 5 23. 25 91 .33 19.06 3.9J 1. 22 64 5 . 7 1 Cj . 58 I . 4 8 5. s-: Channel (1 . 06(! za .;3 LS . ·13 1 "7 . 71 19 06 . 49 1 . -19 902.9 19. 58 I . 8 1 8 . 15 Right OB 0 . JOO 16 .19 IE .19 ... u. 55 34 . 4 6 .27 u. 47 145.3 34 .53 .. 59 il ..,.j P1-.ihl OB- t1 . I 00 =~.64 "-5. 64 .j 3 . 67 14 .99 l . 70 0 . 73 308.8 35. 12 0 . 91 .55 CF"JSS SECTI0N 01.ITPl_lT Profile ijl(t E .G. Elev ft; ·:el Head ·ft: ~·i.S . Elev ·.ft '. Cr l t 1J . S . ft l S.G. Slope ift/ft ·~ Total cfs Top :"ilcith ft './el Total ft/s Maz Chl [•ptl1 : ft Con'/. Tor:ol •c:fs Len~r:h \-,'td. 'ft M11, ..:h El ft ."'.lr t-." Frctn Los.: •ft r· !. s Lcs.s ·ft •). 2 ~ :·5. c: 22~.3 •). 1,.;:•)(•1) 198. (l oc 3 . ";~. 84 1. 59 Element iJt . n-'/a l . Reach Len . 1 ft , Fl 0·<1 .!i..rea (sq ft, _;:i._rea isq ft: Flow !cfs) Top ~"iidth '.ft\ .r..vg. Vel . lft/s1 Hydr. L·epth ."ft Sonv. cfs :·:et. t ed Per . ( fr:. Shear \lb/sq ft ' Stream Power !lb/fr: s Cum Volume iacre-ft Cum S." {acres ' ~-1;,,rr.111:: [1··~.1t-d fl,_.·,·i om~uted for t:his c;ross-secticn. E .G. Ele'.J !ft.! Vel H~ad •ft, 1-J .S . Elev (fti r·rit ~~.::::. lftl E.G. Slope !ft/fti Q Total refs, Top 1-lidth !ftl Vel Total !ft/sl Max Chl Dpth !ft) Conv. Total (cfs) Length \~td . (ft) Min Ch El (ft) ~.lpha rrctn Loss 1 ftJ Cl. E Loss (ft) 2 ::6 . •)2 (1 2·~ 285. 73 2H5.4Ct (!. •).20003 235. 0(1 68. 49 3.38 .89 l.:: 61. 6 202.84 . 60 Element Wt . n-Val . Reach Len. ! ft) Flow P..t~a 1.c::ri ftl .ll.rea (sq ft l flow tcfs) Top Width I ft I Avg . Vel. (ft/s) Hydr. Depth (ft l Conv. (cfs) Wetted Per:. (f t) Shear llb/sq ftl Stream Power (lb/ft s' Cum Volume (acre-ft) Cum S.ll. (acres) t·larning: [1ivided flow computed for this cross-section. CROSS SECTION OUTP!.JT Profile H2 E.G. Elev lftl Vel He;.id (ft 1 W.S. Elev (ft:l Crit W.S. !ft) E.G. Slope lft/ftl Q Total (cfsl Top ~lldth (ft) Vel Total t ft/s 1 Max Chl Dpth I ft) Conv. Total {cfs) Length Wtd . I ft I Min Ch El (ft) Alpha fr ctn Loss 1 ft) C £. E Loss ft) 286. 13 0 .30 285.83 285.57 .020038 2 65. 00 74 . 94 3.46 2 .99 1872 .0 282. 84 l. 62 Element Wt . n-Val . Reach Len . (ft) Flow Area {sq ft) Area (sq ft) Flow (cfs) Top Width I ft) Avg . Vel . l ft /s) Hydr Depth I ft I Conv. (cfs) ~Jetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft sl Cum Volume \acre-ft) Cum SP. (acres) Warning: Divided flow computed for this cross-section. CROSS SECTION OIJTPT.TT Profile lfl E.G. Elev 1ftl Vel Hea.i I ft W.S. Ele\· <ft) Crit t-.J.S. (lt) Q Tctal (cfs/ Top ~·li.Jt:h (ft) \'el Total 1 ft/s I-lax ..:hl [pth ft:I Con•· Total cf~/ Len J::.h t·ltd. ft Mi11 Ch El I tt i'.lpha Frctn Less •.ft ' c £. E Loss \ft) 2e6.24 0 . 31 2 8 5. 92 285. 65 293. !)0 "j -;,, • 53 j. 51 ~. (1B Element Wt. n-·/al . Reach Len. (ft ) Flow P·.rea (sq ft) .n.:-e~ -q ft 1 flO\·J · f S) Tep 1·11.Jth lft) Avg. ··-=1. (ft/s) H~·dr. [·t?pth 1ft1 Con". cfsJ \·ietted F~r . (ft1 Sh~.:ir lb/sq ftl Str;:am Power (lb/ ft Cum Volume lacre-ft Cum SP·. (acres) Warning : u1·.,:ided flo,v computed for this cross-section. CROSS SECTIOtl OUTPUT Profile #0 .2 E .G. Elev lftl Vel Head I ft I t<.S . Elev lftl Crit l<.S . lftl E.G. Slope l ft/ftl Q Total lcfsl Top \·/idth lftl Vel Total lft/s1 2£16 .98 0. 41 286.57 286.26 0 . 020009 555.00 105. 04 3.88 Element VJt . n-Val . Reach Len. (ft ) flow Area (sq ft) Area lsq ftl flow (cfs) Top l<1dth lft) Avg. Vel . I ft/sJ Left 1)B ·:·. !'··:· .11 .11 l . .3 . (t. 3C: t).13 Left •j8 lJ. 1(10 I '~ 1. CB l. 76 4 . 71 1 . OS 0 . 36 12 . 4 4 . 1:)(1 0 . 44 0 . 4 6 Left 08 0 .100 2. 19 2. 19 2. 49 5. 39 l. 14 0. 41 17 .6 5. 50 0. 50 0. 57 Left OB Lt 1 (IQ 2 .69 3. 28 c. 00 l. 22 (>. 4 5 :0 . l 0. 11 0 .... Left OB 0 . 100 . OJ . 03 14 . 02 10 .46 l. 75 Channel •).OU· 3,:.. 4·:• 3(1 . 4(· 142 .78 19 . UC'. 4 . - l. 59 l. 94 ~-11 Channel 1). ~•CJ1 1 .. Cf)'.( 32 . 9~ l '53 . 55 19. (1._: -L9C l. 7 3 115(.. 4 19.58 2 . 10 10. 4 3 Channel 0. 06(1 34 .89 34 .89 179 . 79 19. 06 5. 15 l. 8 3 12 70. l 19. 58 .23 11 . 49 Channel 1).r1t,t1 19.,1 . 17 19. t)6 5 . '2 .02 1 .., j. ~ "· 5e L .~4 l 2 . 4 I Char.nel 0. 060 4e .94 48.94 315.79 19.06 t;. 45 Right OB 1).10(1 29.2' 29. 2~ 54 .21 3(;. "'C. .8~ (1 _.;.) ><L:l: Ji. 91 .... Si9 1. ~3 Pight OB •).l(l(t ·.q ,:i, 34. ::rJ €9.09 44.73 2. 00 t). 72 4 92. 7 44 .92 0 .97 l. 94 Right OB 0 . 100 39.58 39. 58 82.72 5(). 49 Z.09 o. 78 584 . 4 50 . 72 0 .98 .04 Right ·)8 (t. 10 4 4. 15 1 l .1 ~ 95.35 5'..47 .;..1'5 Right OB 0 .100 86.03 86 .03 225. 19 75 .52 2 .62 Tributary 1 -Existing Conditions Max Chl Dpth '.ft; Conv. Tot al !cfs. Length i·ltd. 1 ft\ 1110 Ch El ! ft! i'.lpha frctn Loss 1 ft C l E Loss '.ft 3 . 7 3 3923.6 2&2 .8q . 7 6 Hydr. Depth { fti Conv. (cfs) Wetted Per. :fti Shear (lb/sq fti Stream Pov1er {lb/ft s: Cum "./olume \acr e-f t : Cum SJi. (acres, War~1~~: Divided flc~ com~uteci for this cross-se~t1on. River: 'fributar>" Peach Pl '.'':r Sta . r.1 n2 Read1 15-l l .1 . t,1{; P'?a-:·h Ho .1 . •.•( Re.;.ch 141) .1 6 Reach I 21 .1 ,(•t: Reach 1 (It .l ,(J(. Reach ~ 9C. .I .1)(. Reach 8fJ2 .l • 1)6 Reach 72& .1 . oc. Reach 6(15 .t)6 Reach 396 .1 . 06 Reach 2n .I .06 Reach 154 .I .06 Reach 81 .l .06 Reach 24 .I .06 SUMMARY 1)f REAC H LENGTHS River: Tributary Reach River Sta. Left Channel Reach I 541 9a . 77 53.99 Reach 1487 42 . 36 79. 17 Reach 1408 lS:L .58 196. 18 Reach l 1212 93. 7-;_ 124. 66 Reach 1087 184 . 17 190 97 Reach 896 94 . 23 94 . 53 Reach 802 49 . 94 73 .SB Reach 728 48.8 122 .58 Reach 605 26 . 01 209. 3 Reach 396 16 . 46 148 .42 Reach 247 24 . 93 93 . 58 Reach 154 27 . 36 72 .28 Reach 81 27 . 95 57 . 62 Reach 24 1. 4 6 23. 86 SUMMARY Of CONTRACTION AND EXPP.NSION COEFFICIENTS River: Tributary 1 Reach River Sta. Cont_ r. Ex pan . Reach 1541 .I .3 Reach 1467 .I .3 Reach 1408 .1 .3 Reach I 121L .I ' Reach l OB 7 .I .3 Reach 096 .I .J Reach ~0.2 .I .3 Reach ...,Lt .] .3 Peach 05 .I . 3 Reach 96 .I • J Hearh 4-.I . 3 Peach l 5-1 .I . J Peach I I .I • .1 Peach I .I . 3 fj~ .I .1 .1 .l .1 .I .l .! .1 .l .1 .I .l .I R1ght 35 . 03 116 . 12 47 . 96 189. 65 147 . 59 38 . 58 59 . 28 4 6 . 34 66 . 53 .93 .47 !. 4 7 I . 6 .43 0 .77 99.I 10. c;2 0.95 l . 65 2. 57 2232 .5 19 .58 3 . 12 21). 15 Tributary 1 -Existing Conditions !. 14 1592 . Q 75. 99 1. 41 3 . 7(• Tributary 1 -Revised Existing Conditions HEC-RAS Plan: RevExCond River: Tributary 1 Reach: Reach 1 Profile: 1 % [~~=~~~:i.~~~.s_1::+=~~~~ i~-_§(~f •r···Mi~~~~~f~~~~~1e~~F ~'~(~:~_:_;je-~(~~1~v ---~,~~~~e,_ .. iReach 1 i1541 '1% 182.00 296.00 299.86 299.95 0.006157 ~~i_i;:1~_-:·::~~~7--;i~----182.00 29506 299.63 299.72 0.003143 :Reach 1 '1408 •1% 182.00 295.68 299.32 298.84 299.38 0.008530 ff<e·;c;;;·1---ii212 '1 ;A:·-182.00 293.22 295.54 295.54 296.14 0.052385 -r---·-·· --'1087 1% 182.00 290.04 293.23 293.28 Reach 1 , .. Reach 1 :!J.~6 i1o/; 293.00 288.67 292.23 292.39 ·Reach 1 ·812 !'each.! 1 761 .R,ach 1 ;:'3.8 Reach 1 '605 t·-· Reach 1 , ?.~6 Reach 1 i247 -Reach 1 Reach 1 Reach 1 154 ;81 ·24 1% 1% 1% 1% 1% 1% 1% 1% 1% 293.00 293.00 293.00 293.00 293.00 293.00 293.00 293.00 293.00 288.07 287.26 287.26 287.57 286.02 284.71 284.52 284.17 282.84 292.17 292.17 292.14 291.12 290.08 288.27 287.97 287.11 285.92 291.12 288.12 287.11 285.64 292.24 292.19 292.17 291.89 290.15 288.93 288.04 287.55 286.24 0.002818 0.006819 0.002229 0.000377 0.000551 0.034954 0.005039 0.038487 0.004270 0.055256 0.020030 Vel Chnl Flow Area -(iv~-)--· (sq 1tl 3.13 96.22 2.61 99. 74 2.53 106.48 6.19 29.42 1.83 99.52 3.19 91.84 2.08 141.04 1.08 272.81 1.28 229.56 7.41 51.28 3.05 182.46 6.54 44.82 2.67 174.94 6.4 7 64.24 5.32 83.41 Top 'J\li9~h (fl) 64.59 75.12 105.49 25.37 60.21 46.51 58.70 84.18 68.03 41.34 120.88 26.96 112.67 63.93 78.53 Froude #Chi 0.34 0.28 0.40 1.01 0.25 0.40 0.24 0.10 0.12 0.86 0.33 0.89 0.32 1.03 0.68 g c 0 ·.;::; cu > Q) w 300 298 I I ! 296 294 ' I 292 ' 290 ' 288 282 0 200 Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 Tributary 1 Reach 1 Legend EG 1% ws 1% Crit 1% Ground 400 600 800 1000 1200 1400 1600 Main Channel Distance (ft) §: c 0 ~ > Q) w s c 0 :.::; ro > Q) w Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 ~(--I 320-i I i 300 ~ 295 0 .1 100 }·. ·f---.1 ----+ 0 6 ~~--- 200 300 400 500 Station (ft) Legend ..................... EG 1% ws 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 .;: .1 :>-~06-" .1--> 310 ------Legend ----'°'fl EG 1% 306 I WS1 % I --· .. --·------··-· 304 ~ Crit 1% Ground 302 • Bank Sta 300 298 296 i 294 I 0 50 100 150 200 250 300 350 400 Station (ft) ~ c g ro > Q) w s c 0 :.::; ro > Q) w Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 ..(--· 312 310 308 - 306 304 ~ 302 300 298 - 296 294 - 0 -· .1 50 100 150 .1 0 6 200 250 300 350 400 Station (ft) Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6112/2008 <-.1 .1 315 310 305 300 295 290 0 100 200 300 400 500 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Legend EG 1% WS1 % Crit 1% Ground • Bank Sta ~ c 0 ~ > ~ w ~ c .g "' > QJ w Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 . 1 .06 ---P. . 310· 305 300 295 · 290 0 50 100 150 200 250 300 350 Station (ft) Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 J .1 ->-< .06 r-~ -.1 -)· 306 304 302 . 300 298 296 294 . 292 . 290 I 288 0 50 100 150 200 250 Station (ft) Legend EG 1% WS1% Ground • Bank Sta Legend EG 1% WS 1% Ground • Bank Sta c 0 ~ > QJ w c E "' > QJ w 306 304 302 300 298 296 294 292 290 288 304 302 300 298 296 294 292 290 288 286 Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 <( .1 .06 .1 0 50 100 150 200 250 Station (ft) Legend EG 1% ws 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 •( .1 .. -... .06 0 50 100 150 Station (ft) .1 200 250 Legend EG 1% ws 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 .... -.1 ·-· .06 :--..< .1 -+ ·.( -.1 )· ·( .1 310 Legend 315 0 Legend 6 .................... EG1 % 305 ws 1% 310 EG 1% WS1 % Ground 305 Crit 1% s 300 • c Bank Sta 0 ·~ > ~ Ground c 0 300-• ~ > Bank Sta Q) 295 . w ~ w 295 290 290 285 . 285 0 50 100 150 200 250 0 100 200 300 400 500 Station (ft) Station (ft) Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 ~'(--.1 .1 ,.. .1 ,.(_06·-· .1 315 J 0 6 Legend 315 Legend -------·········· 310 ' EG 1% 310 EG 1% ws 1% ws 1% 305 ..................... -··-······-···· 305 Ground Crit 1% s • s c Bank Sta c 300 Ground 0 300 ~ 2 • ~ ro Bank Sta > > 295 Q) Q) w w 295 290 290 285 285 280 0 100 200 300 400 500 600 0 100 200 300 400 500 600 700 Station (ft) Station (ft) §: c .Q ro > ~ w ~ c 0 ~ > Q) w Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 ,. .1 I 315 I 310 305 300 295 290 285 280 ' 0 200 0 6 400 .1 }· 600 800 Legend EG1 % ws 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan-Rev Ex Conditions 6/12/2008 '. .1 ... .1 315 0 6 310 305 s 300 c 0 ~ > 295 Ql w 290 285 280 0 200 400 600 800 1000 Station (ft ) Station (ft) Trib One to Unnamed Trib to White Creek Plan: Rev Ex Conditions 6/12/2008 ., .1 ., .1 -;- 315 0 Legend 6 .................. 310 EG1 % WS1 % 305 Crit 1% 300 Ground • 295 Bank Sta 290 285 280 0 200 400 600 800 1000 Station (ft) Legend EG 1% WS1% Crit 1% Ground • Bank Sta HEC-RP.S Ve rs ion 3. 1. 3 May 2(1(15 lJ .S . Army Cor p of Engineer s Hydrolog1c Engineering Center 609 Second Street (•av1s, California ~:;--::·:xxx ;.::-'.A •'-\."./'. v FP.(iJECT [ .. :..Tl'. :-: x :-:;-::-. .. · Project T1tl-::: Trib :·ni: to 11nnamed Tr1b t o V!hii:.e Creel: Project File ·rr1b one.pr] Run Date ~nd Ttme: '€ l:::/2•:H)~· "7 :•)2:51 Pl-I Project in En-;il tsh ur.1 i:s Project Descr1pt1on: /'.XXX ;-;;-:;.;>: floodplain .ll.nal'jSlS for Texas .n.&M r_1nivers1ty Student Housing CompleA College Station, TX Tributary to White Creel: KHA revision 06/13/2008 JCH Vertical Datum = N.?:1..VDinJ This purpose of this project is to complete a no-rise analysis for a proposed culvert crossing to serve phase II of 2818 Place. This model will update previous models for this stream. Existing conditions modeling per LOMR request b:/ Dodson and l\ssociates , Inc. PL~.N DATA Plan Title: Rev Ex Conditions Plan F'i le k: \CIVIL\ 64 311009-Place 2818\Hydro \HEC-RAS\ TRI Bl\ Tr ib _one. pO 1 Geometry Title: Rev Exist Conditions Geometry file k: \CIVIL\ 64 311009-Place 2818\Hydro \HEC-RAS\ TRI B 1 \Tr ib one. gOl Flow Title Flow File Existing Conditions f l ows k:\CIVIL\64311009-Place_2818\Hydro\HEC-RAS\TR!Bl\Trib_one.f03 Plan Surrunary Informat ion: Number of: Cross Sections Culverts Br idges 15 Multi pl e Openings Inline Structures Lateral Structures Computational Information Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations Maximum difference tolerance Flow tolerance factor Computation Options 0 . 01 0 . 01 20 0 . 0 . 001 Critical depth computed only where necessary Conveyance Calculation ~!ethod: At breaks in n values only Friction Slope Meth~d : .n.;.,erage Conveyance Computational Flow Regime : Subcritical Flow FLOW DP.TA Flow Title: Existing Conditions Flows Flow File ~::\CIVIL\C:4311009-Place_:281':3 \Hydro\HEC-R.n.s TRIBl\Trib one.f03 floH Data (cfs) River Reach RS 50 20 0 2 Tributary 1 Reach 1541 70 107 182 342 Tributary Reach 896 112 l 72 293 555 Boundary Conditions Tributary 1 -Revised Existing Conditions 10 123 14 6 164 198 235 205 River Tr1butar:1 Tributary Tr ibur:ar:.: Tributary Tribur:ary Tributar:; Tr ibutar/ Beach Reach Rea er, Beach Reach Feach Reach Reach Profile 1(1 4 Geometr, Title: Re'' ~~1st Cond1t~o11s Upstream Cr itical Critical Critical Critical Critical Cri tical Critic.:al Geom::rr_; File ~:: Cl'-'IL £.J~·ll•'.•(1~-Ploce i...:.lr;;\Hydro\HEC-R.Lo.S\TRIBI \Trib_or.e .-Jl'l r..:POSS SECT I :JJ RI':ER: Tr1butar; 1 REF-.CH: Re-3 ch 1 H!PllT Description: Station Elevatio n Sta Elev 0 315.43 67.41 313.42 100.72 308.35 134.52 306.48 151.21 304 168.0l 302 179.39 301.23 184.26 300.45 187 .l 300.69 188.53 300.59 190.34 300.51 192.82 300.46 194 . 32 300. 4 3 197.0J 299.63 203.51 298.31 209.77 296 219.85 298.87 261.59 299.95 282.34 302 .4 312.05 303.64 326.67 306.41 346.09 310.07 389.67 313.17 Manning 's n Val ues Data Sta 13. €4 7( .. :...1 lOZ. •JC 137.52 153.33 174 82 179. 55 184.45 187,22 188.96 190. 76 193.56 194. 39 198.39 203,99 211.67 245,79 261 . 94 293. 64 314. 49 331.79 354.32 390. 97 Sta n Va l Sta 0 . 1 208 . 66 Bank Sta: Left Right 208 .68 219.85 RS: 1 sn num= Ele•; 31..1 . (1$ 313.28 311J 306 303. 1" 301. 54 301. 2 1 300. 4 6 300. 41 300.56 300. 5 300. 4 5 300. 4 3 299.06 298. 4 5 296.23 298.03 300 303.29 304 307. 38 311. 05 313.23 num= 11 s Sta 33. 61 .1... 18 110.63 139.62 164 . 58 178.84 183 .6 184 . 77 187.49 189. 14 191. 48 193. 67 195. 06 198.84 2•)5. 17 212 .5 247.86 262. 48 294 . 84 320. 02 335. 14 357.63 405.73 n Val Sta .06 219.85 Elev jj 4. 63 ] 13. 13 3•"17 .44 304 .4 30<:.32 3fll .26 300. 44 J00.46 300.43 300. 54 300.49 300.45 300.42 298.88 298.77 296 .3 298 .l 300.11 303. 34 305 308 311 . 22 314 n Val .1 Lengths : Left Channel 98 .77 53 .99 Sta 46 .74 80 .67 118 .62 144 .35 166.7 178 .97 183.8 186 .28 187 .81 189 .28 192 .05 193 .77 195 .36 200.2 206 .34 213 .12 248 .56 276 .77 299 .61 324.2 34 4 . 58 381. 77 408 . 14 Right 35.03 Elev 314 . 02 312 306. 21 303 .95 302 .06 301 .25 300 .44 300 . 74 300 .45 300 .53 300 .47 300 .44 300.3 298 .33 299 .09 296 .39 297 .96 301.96 303 .38 306 309.81 312 . 71 314.1 Sta 47 .26 91 . 12 12U.9 150. 49 167 .26 179. 15 184 . 08 186.57 188. 19 189.85 192 . 7 193.87 196.18 201.56 208 . 68 213 . 21 248.8 278 .58 307 . 03 325.1 3 345.6 382. 18 411 .53 Coef f Contr. .1 CROSS SECTION OUTPUT Prof 1le M50 E.G. Elev lftl Vel Head lft l w.s. El ev (ft) Cnt \'1.S . lft l E.G. Slope lft/ftl Q Total cfs1 Top '11dth I ft I Vel Total I ft/s) Max Ch! Dpth (ftl Length loJtd . (ft) Min Ch El (ft) P .. lpha frctn Loss ft c ;_, E Loss fl) 299 . 13 0 . 06 299 . 07 v.005103 70 . 00 5.:1 . 84 l. 4 4 3 . 07 o-n ? 54 .12 ... 9€. 00 ]. 89 0 .14 0 .(1\ Element Wt . n-Val . Reach Len . (ft) flow .t.rea (sq ft\ J..rea (sq ft) flow (cf s) Top \·lid th l ft) Avg . ·;el . fft/s) Hydr. C1epth I ft J r0!1'.' ,...f 5 I \·Jet t~d Per . (ft Shear lb/sq ft) Stream Power {lb.lft s Cum Volume (acre-ft rum SP. a-::res) Warning : Divided flow -~mpuL@rl for this ~ross-sect1on . Left OB 0 .100 96 .77 5 .11 5 .11 .92 7 .90 0 .77 0 .6$ : 1 . ~- 8 . 33 0 . 21) 0 . 15 0 . 12 0 .2€ Elev 314 305.53 )(Ii'.! 304 .09 302. (l.:J 301. 2·1 30(1 . 45 300.72 300. (] 300. 51 300.46 300. 44 299.96 297 .77 299. 74 296.42 298 302 302.78 306. 15 310 312.74 314 . 32 Ex pan. .3 Channel 0 . 060 53 .99 20. 7(1 20.70 46 . 14 l 0. 9" 2 . 32 1 . 89 f':?. Q 13. 74 o. 4e .12 . ~2 I). b :' Tributary 1 -Revised Existing Conditions Downstream Normal S 0 .0 Normal S 0 .0 Normal S 0 .0 Normal S :c: 0 .0 Hormal S (1 . 0 Normal O. (1 llormal 0 .0 Right OB 0 .100 35.03 22.90 22. 9(1 17.95 35. 97 0. 78 I). 6·1 :::: 1 . .., J6 . OB Cl. 2fJ fl. 1 c . ll Warning: The conveyance ratio (upstream convejance divided by downstream conveyance, is less than 0 .7 or greater than l .~. Tt1is ma1-indicat e the need for additional cross sections . CROSS SECTIOtl OUTPUT Profile !*LO E.G. Elev lftl Vel Head (ft) W.S . Elev (ft) Crit >1.S . lftl E .G. Slope lft/ft) Q Total lcfsJ Top \olidth (ft ) Vel Total lft/sJ Max Chl Dpth I ft I Conv. Total (cf s) Length Wtd. lftl .:.99. 46 0 .07 299. 39 0 . 005527 107.00 58.91 1.60 .39 14 39. 2 54 .57 Element Wt . n-Val . Reach Ler.. (ft) Flow J..rea (sq ft l Ar ea (sq ft) flow (cfs) Top W1dth I ft) Avg. Vel . (ft/sJ Hyde. Depth I ft ) Conv. c fs) Wetted Per. lftl Le ft r)B 0 .100 98 .77 7 .91 7 .91 .31 .80 0 . 92 0 .81 98 .3 10.34 Channel 0 .060 53.99 24 . 19 2·1. 19 63. 90 11 . 07 2 . 64 2. 19 859 .6 14 . 07 P1ght r...e 0 .10(1 35. 03 34 . 60 34 .60 35 .79 38.04 1. 03 0. 91 481. 4 3g. 18 t-llr. Ch El '.ft .•.lpha Frctn Loss (ft· c t. E Loss :ft· 296.00 .7& 0. 18 0 .(11 Shear (lb/sq ft' Stream Po;.Jer lb/ft 5; Cum Volume ·.a::re-ft~ Cum Sf'. (acres i ~arn1ng: Divided flow computed for this cross-section. (1 . 24 ,, . 20 0.29 (1• 59 57 .69 .96 Tributary 1-Revised Existing Conditions (1• 31 0 .32 (J . fJ3 0 . 04 Warning: The c:onveyance ratio (upstream conveyance divided by downstream conveyance· is less than 0.-or ~reater than 1 .4 . This may indicat~ the need for additional cross sections. E.G. Ele·,; rt ''cl Hr;: at.! ft :·i.S. Elev it Crit ~·i .s Ut E.G. :)lope 1 ft/ ft .:, l':)tal · ~ fs 1.:-;:. :-:1dth ft ,.Ci Tcteil ft Ha ... : Chl [1pth rt1 Conv. Total · cfs L~ngth ~<Jtd. (ft Min Ch El rft, .D·.lpha Frctn Loss (ft c & E Loss (ft! 299 .58 . o-: 299 .51 1)(15~31 123 . (1(1 U1 .H: .Ci 3 .51 1 638. 2 54 .80 296.0(1 1. 7~ () .19 (J . 00 Element ;·n. r.-val . Peach Len. ft f'lo·...i F-.rea 1 sq ft _;.:..rea 1.sq ft' Flow (cfs Top ;·/idth ;:i: _;.:._.,q /el . 1r1_ Hjdr . t1epU1 ft Conv . (cfsi Wetted Per. ft_ Shear (lb/sq ft Stream Power lb. ft s. Cum Volume tacre-ft: Cum s.n. (acres, Warning: Divided flow computed for this cross-section. L.;: ft OE I 1(1':• q.;. -;-: :; . 13 9. 1:;, . 94 1 I, C. ~ ". 9; I,-:, 7 119. (I 11.10 . 29 l_l . 28 (1 . 24 (1• 30 Channel (•. (•61) "'" 99 25. 52 25.52 !,I , 15 11 .1(• .75 934.2 J 4. :o (1 . 63 1. 74 1. 83 1. 0(! 35. 1):; o9. 21 "'. •l l 3. ~..:. 1. }_ 1.1);, 584 . 5: 3::.. ~ ... 1). 35. 0. 40 (J. 03 i). 05 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance! is less than 0.7 or greater than 1.4. This may i ndicate the need for additional cross sections. CROSS SECTION OUTPl.IT Profile ff4 E.G. Elev lftl V•l Head I ft) 1;.s . Elev lftJ Crit W.S. (fl) E.G. Slope lft/ft) Total (cfsl Top Width lft) Vel Total (ft/s) Max Chl Dpth I ft I Conv. Total {cfs) Length Wtd . I ft) Min Ch El 'ft) .n.lpha F'rctn Loss (ft) cl. E Loss (ft) 299 .74 0 .08 299 .66 0 .005608 146.00 62 .4E 1. 75 3 .66 1915. 8 55 . 10 296 .00 1 .69 0 . 21 o.oo Element Wt . n-Val. Reach Len. (ft) Flow . .n.rea (sq ft) Area (sq ft) Flow {cfs) Top Olidth (ft Avg . Vel. lft/s) Hydr . Depth l ft ) Conv . (cfs) Wetted Per. lftl Shear (lb/sq ftl Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Warning: Di vided flow computed for this cross-section . Left OB 0 . 100 98.77 lO. 84 10. 84 11. 41 11. 47 1. 05 0.95 14 9 . 7 12.09 0.32 0.34 0. 28 0.32 Channel 0 . 060 53.99 27.25 27.25 78. 82 l l . 15 .89 2. 44 103<. 3 14 . 36 0 .69 .99 .03 1. 05 Right OB 0.100 35.03 45.32 45.32 55.77 39.85 . 23 .14 7 31 . 9 40.00 0 . 41 0.51 0 . 04 0 .06 Warning: The conveyance ratio (upstream conveyance d1v1ded by downstream conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile U2 E.G. Elev lft) Ve! Head lft J w.s . Elev lftJ Cril W.S. lft) E.G. Slope lftfftl Total (cfs) Top Width (ft l Ve! Total (ft/sl Max Chl Dplh I ft I Conv . Total (cfsl Length Wtd. fftl Min Ch El (ftl idph;; frct.11 Loss (ft I C !. E Loss 'fr1 2 99 . 8 5 0. 09 2 99 . 7 7 0 .005992 164 .00 63 .72 .82 3 .77 2118 .6 55.31 296.00 l. 66 0. 22 0.00 Element Wt . n-Val. Reach Len. (ft) f low Area (sq ft) Area (sq ft) flow (cfs) Top <Hdth lftl Avg . Vel . (ft/sJ Hydr. Depth I ft I Conv. (cfs) Vletted Per. (ft Shear !lb/sq ft} Stream Power llt1ft s) Cum Volume iacre-ftl Cum S.'\ (acres1 Left OB 0 .100 96 . 77 12 .08 12.08 13.45 12.01 1. 11 .01 17 3 . s 12. f.7 •). 36 0 .<O (•. 31 ·~. 13 Channel 0.060 53.99 28 .42 28 .42 85.57 11 .17 3 . 01 2 . 54 1105 .4 14 . 4 4 74 .22 . 17 . 07 Right OB 0 .100 35.03 49.55 49.55 64 .98 40.54 .31 .22 839.5 <0 .70 0 . 4 b 0 .60 n. o..i 0 .0( Warning: The -::.1r:e:,.:ance ratio (Upstream r:onveyance di·:idcd I ,; d'"·1·mstream on ·e;ance) is less than 0 .7 or greater than 1 .4. This ma} indicate the need ror ~dd1tion~l cross sections. rRoss SECTIOfJ (JllTPIJT Profil-e Hl E.G. Elev (fr ) '!el Head (ft W.S. Elev (ft) <:r it W. s . (fl) E.G. Slope ([t/ft) Q Tcral (cfsl Top Width (ft Vel Total ( ft/s) Max Chl Dpth I ft I Conv . Total (cfsJ Length Wtd. I ft I Min Ch El (ft) P.lpha Frctn Loss (ft) C !. E Loss (fl) 299.95 0.09 299.96 .006157 182.00 64 59 1. 89 3.86 2319 .4 55.53 296.00 .64 0 .24 o. 00 Element Wt . n-Val . Reach Len. ft flow .n.rea (sq ftl P.rea tsq fl) flow {cfsl Top t'hdlh (ftl Avg . Vel {ft/si Hydr. Depth I ftl Conv. (cfs) Wetted Per . ffti Shear I lb/sq ftl Stream Power (lb/ft s) Cum Volume !acre-ft) Cum S.P. {acres Lert OB 0.100 9S . 77 13.24 13 24 15.69 12.20 1. 18 1. 08 199. 9 12.93 0 .39 I}. 47 Q. 34 i). 34 channel Q. 060 53 . 99 29' 50 2 9 . 50 92 .28 l l. 17 3 . 13 2 . 64 )J76.0 14 . 44 .79 . 4 6 .31 .09 Pight OB 0. l 00 35 .03 53 . 4 8 53 .48 74.04 41. 17 .38 .30 343.5 41 . 34 0 .50 0 .69 0 .05 0 .07 CROSS SECTION OllTPIJT Profile ij0 .2 E.G. Elev !ft; Vel Head t ft 1 W.S . Elev (ft) Crit Vl.S . (fti E.G. Slope (ft/fti Q Total (cfsi Top Width (ft Ve! Total ~ft/s· Max Chl [i;:th '.ft1 Conv. Total ~cfs Length Wtd . iftl Min Ch El :':t · .L..lpt1a Fr,_1 n Lo.::s I fti C ... E Loss lft· •I. 14 3(r(•. c.c. :;;i..:.:.1)(1 -:Si . 9•) 2 39 .J. 55 SC .€:::- .::9€. (1(1 l .C:·l •). 51 •).1)1) Element \tJt . n-'/a 1. ?each Len . (ft, Flo·..,. hrea (sq ft 1 .r..rea f sq ft} Flow .cfs: Tct= 'ilidth i ft .i-.V?. Vel. 'ft/s Hyr1r. [1epth ~ft 1 Con"". lets· ~·Je--"i:d Per. 1 ft1 Shi:a: 1 lb1 sq ft l Str'='am Pm..ier !lb, ft sl Cum ··01ume 1acr-e-ftl Cum S.L. tacres· Warning: D1v1ded flow co~puteci for this cross-sectior1. CROSS SECT!Oll RIVER: Tributary 1 PF.:P..CH: Pe<"tch I HIPIJT [>escr1ption: Station Elevation Sta Elev 0 309.51 15. 18 47 .BB 63 .82 174 . 4 3 191.45 206.3 209.51 223 .63 245 .86 253 .95 262 .98 291 .61 307 .07 324 . 91 337.9 309. 5 7 309. 4 4 309. 17 302 . 55 298.3 298.8 299. 12 299.79 297 .86 295 .06 298 .12 301. B 303 . 01 305 . 55 308 . 48 Data Sta . 7 39 42 52 . 26 65. 7 176. 9 194 . 71 206 .69 217 .86 223 .69 247. 47 258.29 263.87 291. 96 311. 74 326. 95 340.39 num= Elev 309. 51 3(19. 68 309. 37 309. 14 302.49 298.87 298.84 299. 96 299. 78 297.63 296 52 298.65 301 . 84 303.46 306 308 Manning's n Values num= 8(1 Sta 2. l 39.76 54 .37 66. 11 178.46 204.87 207.31 216.67 229.93 247.57 260.73 264.36 293 315.06 330.33 359. 96 Sta n Val Sta n Val Sta 0 .I 242.47 .06 263.87 Elev 309 . 52 309 . 68 309.33 309 . 13 301.74 298.66 298.9 300. 04 299. 112 297.59 297.35 298. 911 302 304 jf16. 88 310 n Val .1 Sta 3.58 I.JO . 211 62 .03 66. 43 187 .16 205.57 207 .81 223 .53 230 .4 250.41 262 .66 277 .07 299.33 318 .86 334 .18 364 .39 Elev 309. 52 309.57 309.2 309 .13 297 .54 298 .73 298 .95 299 . B 299 . 4 296. 4 6 298.01 300.55 302 304 .45 307 .62 >I 0 . 31 Left •)B (J .10•) 98 7-; 22.89 22 .39 31 . 51 22 .'l l. 30 .Dl 3€1 .3 23 .£3 .:, . ~ .:.. 63 l}. 5-; Sta 13 .48 44. 61 63 . 08 67 .67 188 .75 205 .85 208 .57 223 .58 242 .47 251.03 262 .78 289 . 21 301 . 09 319 82 336 . 11 3 7 4 . 82 Bank Sta : Left Right 242 .47 263.87 Lengths : Left Channel Right 42 .36 79.17 116.12 Coeff Contr . .I CROSS SECTION OUTPUT Profile H50 E.G. Elev (f t) Vel Head t ft) W.S Elev (ft) Crit W.S . 1ft) E.G. Slope (ft /ft) Q Total (cfs) Top Width (ft) Ve! Total t ft/s) Max Chl Dpth I ft) Conv. Total lcfsl Length Wtd. I ftl i-i.i.11 Ch El If ti .~lpha Frctn Loss ft) C r.. E Loss ftJ 298.98 .03 298 95 0 .001515 70. 00 53 . 17 .23 .89 1798. 3 73 .21 :z :>5. Li& 1. 40 o. 22 (. 00 Element Wt . n-Val . Reach Len . (ft) Flow Area (sq ft) Area (sq ft l flow tcfs) Top Width (ft) Jl.vg. Vel . fft/sl H/dr. [•epth I ft) Conv. (cfs) Wetted Per . (ft) ..:)hcdL llL .SlJ tli Stream Power (lb/ft sl Cum ~olume (acre-fl) :um SA. (a . ..:ri;;;.sJ :·;arning: D1·1ided flow -:cmruted for r_his ·ross-sect1:::i11. Left OB 0. 100 42.36 12.91 12. 91 4. 11 31. 19 0.32 0. 41 105.5 31 . 68 0. Ui.i 0.01 I). 10 0.22 Channel •). 1)f(l 53 .99 ;; . 15 37 .15 l =•:•.II) 11 . 7 4 . 3 . 14. 1. 2. <. 3. I . Elev 3(19. 57 309.5 309. 18 309.11 297.82 298.76 299.03 299. 79 298. 19 296.21 298.05 301 .58 302. 41 304 . 54 308 310. 97 Expan. .3 Channel 0. 060 79. 17 43 .BB 43 .BB 65.BB 21. 40 I. 50 .05 1692.6 22 .57 0 .11:5 0. 2A 1. 28 f). 5f Tributary 1 -Revised Existing Conditions Ri ht ')8 .10(• 5 .03 3.28 3. 28 :> 7;;: . 02 .92 -~l 1'31. 9 .H;. 24 (1. '7.€ I . C:ll .1: •.t.12 Right OB 0 .100 ll6.12 0 .08 0 .08 0.01 0.58 0 .14 I). 13 0.3 0 . €ti ti. ul 0. (10 0.1)0 0. 02 ~arning: The con~eyance ra·10 lupstream ccn\•eyanc~ divided bj ownstream conveyance) is less than o .~ or greater ttian l .~. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Prof lle ff20 E.G. Elev (ft) Vel Head (ft) ~·J .S . Elev (ft) Crit i·J.S . (ftJ E.G. Slope (ft/ft) Q Total lcfs) Top l'idth (ft) Vel Total t ft/sl Max Chl Dpth (f t) Conv. Total (cfs) Length vltd. (ft) Mm Ch El (ft) Alpha 299 . 2' 0. 05 299.22 L•. 002 J 4 0 107 .00 61. 23 I. 4 8 4 . 16 2313.0 69 . 85 295.06 .55 Element ~·It. n-Val. Reach Len. I ft) Flow -~rea sq ft' .n.rea (sq ft) Flow (cfs) Top ~hdth (ft l .n.vg . Vel . (ft/sl Hydr . Depth (f t) Con~:. (cfs) \Vetted Per . tftl Shear (lb/sq ft) Stream Power (lb/ft sl Left OE. I) .100 42.36 22. 11 22. 11 I 0. 68 37 . 12 0. 48 0. 60 230.9 37.71 0. OB 0. O<I Channel 0 . 060 79.17 49.65 49.65 96.20 21 . 40 . 94 .32 2079.5 22.57 0 . 29 0. 57 Right OB 0 .100 11€.12 0 . 52 o. 52 0 . 12 2 .71 0 . 22 0 .19 2.5 2. B 1 0 .02 0 .01 frctn Loss !ft) C &. E Loss 1ft1 0 . 27 0 . 00 Cum ·..rolume !acre-ft) Cum s.r.. !acres• Narn1ng : [1iv1ded flow computed for this c ross-sec.:t1on . ·:· .1-. 64 . 94 Tributary 1 -Revised Existing Conditions t·Iarning : The conveyance ratio (upstream conveyance div id-=d b· dmms t r~am conveyance, is 1 ess thar, (1 ,1 or greater than 1.4. Ttus may indicate the need for addit1or,al c r-oss sec.:t1ons. CR0SS SECT I•JN •jl.ITPl.IT Pr-of i 1 e :i 1 (I E.G. Elev !ft i '.'el Head ft· W.S . Ele•1 ift Cr-1t W. S . ·ft : E.G. Slope !ft /ft: Q Total ·cfs Top 1/hdth ft) './e 1 Tota 1 ft Is Max r~hl [1pth ft Conv . To;_al ~cfs Length Wtd. lft Min Ch El (ft ) Mpha F'rctn Loss (ft Cc. E Loss (ft) 299.39 (•.(J€. 299.33 . t)(•2J:3 123. t)(• 6~.35 I .:.: 4 25:)5. 4 £8 . 57 295. Of 1. €(1 t). 28 (1 . 00 Element ~·it . n-'./al. React-, Ler,. 1 ft J flow .':·.rea .s~ fr.. .L.rea !sq ft Flo·,.J ·cf::: Top ~·i1dth rt .r..vg ... e ! . f r:. ts HJdr . re;:.r:r. ft Conv . · c.:f s Wetted Per. rt Shear !lb. sq ft Stream Po· .. .oe: lb. ft s1 Cum \.'olume lacre-fr.. Cum Sr'!.. (acr-esi Warning: Divided flow computed for this c r oss-section. Left ·:JE .... 1 •.oi 42.3£ 2£.; I -'-G . 11 14 : l j~·. 4:;: ~4 c:c. 292. ~ 4•.f . 1.1-l (1 .l(• (1,0: . 20 0 . 24 Channel (I, (If !) -9 _ l ~ ::1 ca 51 SS 1(18 . sc; 21 . 40 . (•9 42 223-;. 6 0 . 3~ .71 7f< (!. 98 !IL IZ 1). .;5 1). 23 . s::, '·'. 2- Warning: The conveyance ratio (upstream conveyance divided b'f downstream conveyance) is less than 0 .7 or greate1 than 1 .4 This may indicate the need for additional cross sections . CROSS SECTION Ol.ITPLIT Profile ff4 E.G. Elev lftl Vel Head (ft) w.s. Elev (ft! Crit W.S . (ft) E.G. Slope lft/ftl Total {cfs) Top Width !ft) Ve! Total I ft/sl Max Chl Dpth I ft I Conv . Total (cfs) Length Wtd. {ft) Mm Ch El (ft) Alpha Fr ctn Loss {f t l C • E Loss lftl 299.53 0 . 07 299. 46 .002645 14 6. 00 68 .92 1. 66 4. 40 2838 .8 67 .42 295.06 .67 . 30 /j. 00 Element Wt . n-VaJ . Reach Len . (ft) flow Area {sq ft) .!\rea {sq ft) flow (cfs) Top \l/1dth I ft) P.vg. Vel . lft/sl Hydr . Depth lft) Conv . lcfsl Wetted Per. !ft ) Shear ilb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft! Cum SP.. (acres) Warning: Divided flow computed for this c ross-section. Left OB I). 100 42 .36 31 . 61 3 1. 61 19 .63 42 .93 0 .62 .74 381. 7 43 .59 0 .12 .07 0 .23 0 . 26 Channel 0 .060 79 -17 54 .75 54 .75 125 .90 21 .40 2 .30 2 .56 2448.0 22 .57 0 .40 0 .92 .96 .02 Right 06 Q _ 100 116. 12 .39 .39 0 . 47 4 -59 0 . 34 I). 30 9 . 2 4.71 o. 05 0. 02 0. 02 o. 04 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indi cate the need for additional c ross sections . CP.OSS SECTION OUTPUT Profile ff2 E.G. Elev lft) Vel Head (ft) w.s. Elev lft) Crlt vl .S. l ftl E.G. Slope (ft/ft) Total (cfs) Top vlldth I f t I ·;el Total I ft/s) Max Chl Dpth lft Con·.:. Total 1cfs 1 Length Wtd. (ft) Min Ch El I ft) F.lpha f rrtn Loss (ft l c & E Loss 1 f tl 299.63 0 .06 299.55 .002895 164. 00 72 -16 1. 75 . 49 3fJ48 . 0 66. 99 295.06 1. 71 u -31 0 . 01 Element Wt . n-Val . Reach Len . (ft) F'low Area {sq ft) .n.rea (sq ft) F'low (cfs) Top 11/idth (ftl Avg. Vel. <ft/s) Hydr. Depth r ft Con•1. lcf s) Wetted Per. tfl Shear (lb/sq ft Stream Power (lb, ft sl Cum Volume !acre-ft! Cum SA (acres) Warning: [1iv1ded flow computed for-this cross-sect1 ··1:. Left OB 0 .100 42 .36 35 . 47 35 . 47 24 .00 4 5 . 4 9 0 .66 0 .78 44 6. 1 4 6 . l B 0 . 14 /j . 09 . 26 o. 26 Channel 0 . 060 79 .17 56 . 62 56 .62 139 . 29 2 1. 40 . 4 6 .65 2566.B 22 . 57 0 .45 .12 .12 .05 Right 08 0 .100 116.12 l. 62 l. 82 0. 71 5. 28 o. 39 0 .35 13. l 5 -40 . 06 . 02 -02 . 04 Na rn1n::j: The cor.•·e~·ance r-at10 1ui:stream r,:.1n-e1ance d1·:1d-=d I· i doHnstream :::01oeyancel lS less than G .... 01 :;reatAr than 1 .4 . This ma:/ indicate t_he 1i~ed for a:liit1cnal cross sections. CF.JSS ::'E' TFiN tjl.JTPllT Profile Pl E.G. Elev !ft) Vel Head r ft) ~-JS . Elev (fti Cr it 1·1 . S. ft l E.G. Slope lft/ft Q Total (cfsl Top >l1dth I ft) Vel Total fft/s Max Chl Dpth (ft 1 Conv. Total lcfs) Length \·ltd. (ftJ Min Ch El I ft) Alpha Frctn Loss (f t C & E Loss (f:..1 2 99. 7 2 0 . 09 299.03 .003143 182.00 75. 12 l. 62 4 57 324 6. 2 66 66 295. 06 -74 .32 0 . 01 Element Wt . n-·Jal . Reach Len . ff t) Flow .... rea (sq ft .L.rea isq ft flow 1.cfs Top ~·Jidth lft .n.vg. Vel. lft/sl Hydr . Depth (ft ! Conv . (cfs) Wetted Per. (ft ) Shear (lb/sq ft' Stream Power (lb/ft s) Cum Volume facre-ftl Cum SA (acres) Left OB 0 . I 01) 42 .J6 39 . 16 39 . 16 28 .58 47.81 0. 73 0 .62 509. 8 48 .52 0 .16 0 . 12 0. 28 0 . 27 Channel 0 .060 79 _ 1 7 56 . 31 58 . 31 152 -44 2 1. 40 2 . 61 2 . 72 27 16. 9 22 .57 0. 51 .33 -25 .07 Right OB 0 .100 116 .12 2.26 2. 26 o. 96 5. 91 0. 4 3 0 . 36 17.5 6.03 0 . 07 0 . 03 0. 03 0 . 05 Tributary 1- Revised Existing Conditions Warning: Divided flow computed for this cross-section. Warning : The conveyance ratio (upstream conveyance divided b·· downstream con~eyance~ is less than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections. CROSS SECTION •)IJTPIJT Profile #0 . E.G. Elev (ft) Vel Head I ft) ~'1.S . Elev {ft ) Cr1t W.S . (fti E.G. Slope 1ft/ft \ C Total ;cfs1 Top Wi dth I ft) Vel Total {ft/s) Max Chl [ipth I ft) Conv . Total '.cfs } Length ~-ltd . !fti Mir, Ch £1 ft ) ~.lpha rrcr_n Los5 \ft1 i: i. £ Loss {ftJ CROSS SECT!(JJ~ RTVFR : TrthUt'3ry REACH: Reach 1 INPIJT Description: Station Elevation Sta Elev 0 306 . 52 70 .55 307 .82 138 .49 303 .98 160 .26 297 .94 215 .65 296 .59 232 .25 298.26 244.66 298.94 3'3 .25 305.58 Manning's n Values Data Sta 61.16 70 . 74 140 . 34 17 3. 62 221. 62 235.75 248.98 323.61 Sta n Val Sta 0 .1 221 .62 )(11). 35 0. 16 3(•(1. 19 1.\. 1)(147·:0 3-12 . (H) 92 .56 . 31 5 . 13 -194 6 . 6 65. (•6 295. 0£ 1. 94 0 .39 0 . (12 RS : 1408 num= Elev 307.77 307.8 302. <2 298 .4 299. 22 297.23 299 .19 305. 62 num= Element \'Jt . n-Val Reach Len. fr.: flo.,, .!.\rea :sq ft· P·.rea {sq fi: Flow (cfs: Top Vl1dth :ft) .il.vg. Vel. 1ft SI Hydr. [1epth ft~ Conv . ic;fs \·Jetr.ed Per . ~ft: Shea!'." lb .:::q ft 1 Stream PoHer •lb. ft sl Curr. '!') l ume 1 ac: r~-ft ·::um s;.. (acr:;:sJ 39 Sta 6S. 28 70.93 142. 66 200. 02 230.54 240.98 270.89 358.74 Elev 3<)7 . 86 307 .77 300.48 298. 52 298.5 295. 68 300. 46 309. OB Sta 68 .79 89.8 150 .38 203 . 18 2 31. 05 244 . 26 320.79 363 .74 Elev 307. 93 307.33 297 .6 298.54 298 . 5 298 -95 305. 34 309.35 n Val Sta n Val .1 .06 248.98 Left OB t).11)(1 ·E. 3€ /(J. €3 /t). c::. . 1: If 1148 .9 61 . c. 1).3-l 1) -3;:. 1_1 • ..ff 1.1 . 2Ci Sta 69 67 135. 77 156. 62 214 .94 231 .43 24 4. 34 322.3 Bank Sta: Left Right .21.62 248 .98 Lengths : Left Channel 152 .58 196.18 Right 47 .96 Coeff Contr. .l CROSS SECTION OUTPUT Prof1le H50 E.G. Elev (ft) Vel Head lft) W.S . Elev (ft) cnt 1;.s. l ftl E.G. Slope (ft/ft) Q Total (cfs) Top 1;idtl1 (ft) Ve! Total i ft/sl Max Chi Dpth (ft) Conv. Total (cfsl Length Wtd. !ft) Mm Ch El (ft) Alpha frctn Loss ft l C & E Loss 1ftl 298.76 0. 08 2 98 . 68 298.06 .008845 70. 00 84 .73 .53 . 00 74 4. 3 190.40 295.68 2.13 3. 51 0.03 Element Wt . n-Val . Reach Len (ft) flow Area (sq ft Area (sq ft I flow {cfs) Top W1dth (ft) Avg . Vel. (ft/s) Hydr. Depth (ft) Conv . (cfsl Wetted Per. (ft) Shear {lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA lacres) Warninq: D1v1ded flow computed for th1s cross-section. Left OB 0.100 152. 58 25 72 25. 72 18.57 69. 03 o. 72 0.37 197 . 5 69. 25 0. 21 0.15 0 . 09 0 . 1 7 Channel (• -·.•(:(! ....,,, • 3Ci 2s-. :;:- 3. 25' '-~ 1 . 1 :: . ~-; (1 . c,3 . <·· .... j 1 ·"" Elev 307.87 306.2E 297 .Bl 298. 51 298 .5 :!98 .95 305. 4 9 Expan. .3 Channel 0 . 060 19€ .18 20 .05 20 .05 51. 4 3 15 .70 2 .56 1. 28 54 6. 8 17.35 0 . 64 1. 64 1. 22 ,:•. 82 (+.1·.··· 11 c -l: 1(1 .3(. -,- 11 -€ (. .1 R1ght OB 47.96 0 .00 (t . 02 ·.-:or;,;.;,~: ':'Le .::.~d,·:cJUr1....:c ia.LL ... (upst1.::011t ._..,1,,·..::/0l1CE: J1·.·iJr:::J Lj J0,·,J1slri:::otri i..:u11·~·-=~e1!1C...:ti i.s lc~s U1e111 1).7 or greater than 1 .4 . This may· indicate the need for additional cross sections. Warnin·J: The energy loss was greater tha11 1 .0 ft 10.3 m). between the current and previous cross .se1 r:1on . This ma:; indicate 1-he 1,e~d fo1 additional cross sections. CROSS SE:CTidl 0lJTPl_!T Prorlle •i20 E.G. Ele•1 (ft ·:el Head ft l ~·l.S . Elev (ft) Crit \'1 S. fft) E.G. Slope lft/ft l Q Total (cfs Top \;idth (ft) Vel Tolal (ft/s) Max Chi Op h I ft) Conv. Tota l (cfs) Length Wtd . (ft) Min Ch El (ft l Alpha Frctn Loss (ft l C & E Loss lftl 25t9. (It) 0 . 07 298. 94 298.37 .008847 107.00 91.23 1. 57 3. 26 11 37 . 6 187 .30 295.68 1 . 78 3.39 0.04 Element t·lt. n-Va 1. Reach Len. (fl I flow Jl.rea (S'l ftl .ll.rea (sq ft) Flow fcfs, Top to.J1dth (ft) .~.vg . Vel. (ft/sl Hydr. Depth (ft:) Conv. cfsl Wetted Per. (ft) Shear !lb/sq ft ) Stream Power {lb/ft s) Cum Volume (acre-f ) Cum S.Z:\ !acres) Warning: Divided flow computed for this cross-section. Left •)8 (1 -101.1 152 . 58 43.68 43.68 43.59 72. 13 .00 61 < 63 . 4 72 41 0 33 0. 33 0 . 14 0. 18 'hannel 160 196.18 24 .46 24 .48 63 .41 19 . 11 ~.59 1. 28 074 . 1 20 .88 0 .65 1. 68 1. 57 0 . 91 Right OB 0. 01 0. 02 Tributary 1 -Revised Existing Conditions Warning : The conveyance ratio (upstream conve yance divided by downstream conveyance) i s less than 0.7 or greater t han 1.4 . This may indicate the need for add1t1onal cross sect ions. Warning : The energy loss was greater than 1.0 ft (0.3 m}. between the current and previ ous cross section. This may i ndicate the need for add1t1onal cross sections. CR1jSS SECTION OIJTPT_IT Profile tf l(1 E.G. Elev (ft ··!el Head (f t w.s . Elev {ft, Cr1t i"i.S . rft E.G. Slcpe: ! ft.1 ft Q Total cfs1 Top Vi1dth :r t1 Vel Total ( ft/s Max Chl [!pth (ft/ Conv . Total icfs) Length ~·1td . 1 ft M1n ct-, El ft P..lpha frc:tn Less ! ft C & E Loss 'ft 2 99. 11 (1 .(1(. 29t'. c:;c: •). (J•)j:~.)1 123. (1(1 9C:. 19 l c;""." 3. 37 131 I. l 1 f:.'6 .} I.' .295. €.: 1 . :.c: 3 35 . r)S Element Wt . n-Val . Reach Ler.. 1 ft; flow .D·.rea (sq ft1 .t-.rea {sq ft flow fcfsi Top Width (ft) f...vg . Vel. (ft /sJ Hydr Depth (ft 1 Conv. (cfs) Wett ed Per. lft· Shear •lb/sq ft· Stream Power (lb/ft S• Cum Vo l ume 1acre-fr Cum s.u. ~acres) Warning: [>ivided flow computed for this c ross-sect ion . Lef t •}B tj .l1j1) s l . -;2 51 . ~.:. 5€. 9•.' .}•_! (•. 11·1 i(•C ~ •).-1;: !).li I) .151 Channel t). 0€·:· 19£.. 1: :c;. c:c . l (• -. 4- 1. l ~ -(1 4 . €. ?.:I . s l .4o .71 (l. 9-l R1ght •JE 4"'7 . Sic. I .(t! (•. tj~ Warning : The conveyance ratio (upstream conveyance divided by downstream conv<;:;.:ance1 is less than O 7 or greater than 1.4 . This may indicate the need for additional cross secti ons Warninq: The ener9y loss was greater t han 1 .0 ft (0 .3 m1 • bet ween the current and previous cross section . This may indicate the need for additional cross secrions. CROSS SECTIOl.J OIJTPl.IT Profile ff-I E.G. Elev (f t) Vel Head (ft) W.S . Elev (f t) Cr1t \-.J.S (ft) E .G. Slope (ft/ft Q Total lcfs) Top \;idth (ft) Vel Total ( f t/s) Max Chl Dpth (ft I Conv. Tola! (cfs) Length \·ltd. (ftJ Min Ch El I f t) Al pha F'rctn Loss (ft) C r. E Loss fft) 299 .23 0 . 06 299 . 17 2 98 . 7 3 0 .008734 146 . 00 101. 55 1. 60 3 . 4 9 1562. 2 l 85 . 13 295 .68 . 40 .28 .05 Element Wt . n-Va l . Reach Len. (ft) F'l ow Area (sq ft) Area (sq ft) flow (cf s) Top Widt h (ft) Avg . Vel. (f t/sJ Hydr . Dept h (ft) Conv (cfs) Wet ted Per . (ftl Shear (lb/sq ft) Str eam Power (lb/f t s) Cum Volume (acre-ft) Cum s.n. \acres) Warning : Divi ded flow computed for t his cross-section. Left (18 0 . 100 152 .SB 61 . 22 61. 22 74. 02 75. (13 l. 21 0 . 82 792.0 75 .36 0 . 44 0 .54 0 . 19 . 2!) Channel 0 .060 196. 18 29 95 29.95 7 l . 98 26. 52 . ..JO 1. 13 770 .. 2 28 31 .58 .39 . 90 . 98 Right OB 47 .96 0 . 02 u. 03 Warning : The conveyance rati o (upstr eam conveyance di vi ded by downstream conveyance) is less than 0 .7 or gr eater t han 1.4 . This may indicate the need for additional cross sections . War ning : The energy loss was greater t han 1 .0 ft (0.3 ml .. between the current and previous cross section . This may indicate t he need for additional c ross sections . CROSS SECT!ON OUTPIJT Profile #2 E.G. Elev (ft) Vel Head (f t) t;.s . Elev lftl Crlt W.S . lftl E.G. Slope (ft/ft) Q Total lcfsJ Top VHdth (ft1 Vel Total (f Is) Max Chl Dpth (ftl Conv. Total (cfs) Length \·Jtd . {ft) M1n Ch El (ft) .n.lphn F'rctn Loss (ft, C r. E Loss If t, 299 .31 .06 299 . 25 298 .79 . 008 653 164 . 00 104. 10 1. 65 3. 57 1763. 0 l 84. 84 295 6e 16 25 0 . JS Element Nt . n-Val . Reach Len. (ft J Flow .l\rea (sq ft) Area (sq ft) F'low (cfs) Top Width I ft I P.vg . Ve!. (ft/sJ Hydr . Depth I ft I Conv. (cfs) \"1etted Per . tftJ Shear (lb/sq ftJ St rPilm Pnwgr l]h/ft-si Cum Vo l ume (acre-ft• Cum SP.. (acresl Left OB 0 . }1)0 152 .58 67 .08 67 .08 85 . 31) 75 . 67 .27 0 .8Q q1 7. (1 , O . I 2 I). 4i:I (\. ( l ll . 21 1j . 2 Channel 0 . 060 ] 96. 18 32.06 32.06 78.70 27.36 . 45 . l c 84 6 . t) 29. 1 € 0. 59 1 • 46 2. 0-i I. 01 Right OB 0 .100 47 .96 0 . 03 0 . 03 .00 1. 07 0 . j.j 0 . 03 0 .() 1 . 07 0. O? 0.nr, .02 0 .. 03 Narn111g : The ·,elocit/ hea-::1 has _·han<Jed b:; mc.ri? than .5 Lt •.i .15 m This ma~· indicate ttie ne~d fur additional ross sections. Warn1ng: The con~e;~nce ratio iupstream conveyance d1~ided b~· downstream ccnveyanceJ is less than i"1.7 or greai:er than 1 .4. This may indicate the need fol a diuonal cross sectio11s. Warninq: The ener:;y loss was greater than 1 .0 ft (fJ.3 ml . between the current and previous cross section. Thi s may indicate the need for additional cross sections. CP.OSS SECTION OIJTF-UT Profile If] E.G. Elev 1ft) Vel Head (ft) vl.S. Elev (ft) Crit ~·1.S . (ft) E.G. Sl ope lft/ftl Q Total (cfsJ Top Widlh (ft) Vel Total (ft/sl Max Chl Dpth !ft) Conv. Total (cfsl Length Wtd . lftl Min Ch El I ft) 299.38 0. OE 299. 32 29g_84 0 .008530 182 .00 105. 49 1. 7 l 3. 64 1970.6 184. 68 2 95. 68 Element W n-Val . Reach Len. (ft f low .1:1..rea (sq ft) Area (sq ft) f low (cf sl Top Widt h I ft I Avg . Vel . (ft/s) Hydr. Dept h (ft) Conv . {cfs) \.'Jet ted Per . lftl Shear (lb/sq [ti Left 06 0 .100 152 . 5• 72 . 36 72 .3( 95 .93 75 .85 .33 0 .95 1038.1 76 .. 22 0 .. 51 Channel 0 . (160 l 96. l& 33 . 97 33. 97 86. 04 27.36 2.53 1. 24 931. 6 29 .16 0 . 62 fC1ght OB 0 . 10(· -17 . 96 0 . 15 0 .15 0 .03 2 . 27 0 . 22 0 .07 0 . 4 2 . 27 0 .03 .ri.lpha Frctn Loss 1 ft: C & E Loss ! ft 1 1. 36 3 .20 0. (t5 Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SP.. (acres) 0 .67 0 .23 0 .21 I. 57 2 . 17 .03 Tributary 1-Revi sed Existing Conditions 0.01 0 . fJ3 0 . 04 Warning: The velocitj head has changed by more than 0 .5 ft !0.15 m). This may indicate the need for additional cross sections. i·Jarnin The conveyance ratio (upstream conve1ance divided by downstream conveyance) is less tr.an 0. or grea er than 1 .4. This may indicate the need for additional cross section~. Warning: The energy ass ~as greater than 1.0 ft !0.3 m1. between the current and previous cross se:t1on . T is may indicate th@ need for additional cross sections. CROSS SECTJ)N OUTPUT Profile U0 .2 E.G Ele•: ft, ··/el Head 'tti w. s . Ele\· 1 ft Cr1t ~·1.S . !ft r...u . Slop<: ft/ft Q Total .-fs: Top :Hdth ft Vel Total ft;s1 Ma..: Chl [•r-th (ft1 Conv. Total (c fs · Length Wtd . (ft ) Min Ch El ft' F.lpha Frr tn Lo~.c; I ft \ c .s. E Loss (ftl 299. 94 . (19 299. l'.f5 299 l: '-'. (H)f91 .J 342. (J(• 11 s. 95 2 . (I-; 4. JC 384 -I 3 183 53 ;:95. 68 .33 2 .qq o. tj6 Element ~n . n-·1a1 . Peach Len. {ft flow .:..tea 1 sq ft) .:..rea sq ft1 Flow •cfs Top w1-!th 1ft / F.V?. "el. ~ft/s) H~·dr. («,r-th (ft • Co1111 . \cfs1 \·ietted Per. (ft) Shear llb/sq ft) Stream Power {lb/ft s) Cum Volnmp (ar:re-ft-1 Cum S.t. iacres) Left OB 0. l•)(l 152 .50 112 .Sf 112 . SE 190 .48 77 .20 I. 69 1 . 4 6 2141.1 77 .7?. 1). 72 1. 21 Ci . 3A 0. 22 Channel 0 . Q(J• 196. H 48 .34 48.34 14 9. 13 27 .; f 3. 09 I. -7 1 li7f. 9 29 .1 6 0 .82 2.53 3 . :'(I 1. 2(1 Right ~j& 1.1 .}(11"1 4..,. 96 J . •z 3.7. •. 34 11. 3 3 (1 . £3 1). 33 26.3 11. 35 o. 16 O. lU 0 . 07 0. (17 Warning: The velocity head has changed by mote than 0 .5 ft 0 .15 mJ . This may indicate the need for additional cross sections . Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections . Warning : The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicat e th@ need for additional c ross sections . CROSS SECTION RIVER: Tributary 1 REACHo Reach 1 INPUT Description: Station Elevation Sta Elev 0 311.46 116.34 306.38 205 .25 245 . 71 264.95 276 . 11 427 .37 303.64 294. 41 295. 37 296 81 308 . 38 Manning's n Values Data Sta 8.8 119. 94 RS o 1212 nurn= Elev 310 .96 306 .27 232.19 297 .49 246.39 294 .25 266.68 295 .63 287 .99 29-.72 num= Sta n Val Sta n Val .06 0 .l 234 .15 31 Sta 73 .33 196 65 234 .15 2 50 . 69 268 .31 292 .8£ Sta 276. 11 Elev 308.65 303 .77 297 . 04 293 .22 295.88 290. I n Val .1 Sta 92. 4 201.65 Elev 307.7 303 .52 240 .46 295.6 261 .3 294 .8 1 269 .46 295.81 359 .11 303 .18 Sta 114 . 4 6 205 .18 241.28 261.57 270.47 359.83 Bank Sta: Left Right 234.15 276.11 Lengths: Left Channel Right 93.72 124.66 189.65 Coe ff Con tr. .! CROSS SECTION OIJTPL'T Profile R50 E.G. Elev (ft) Vel Head (ft) W.S Elev lft) Crit ~·l .S . lft E.G . Slope tft/ft Q Total icts Top \·Hdth ft; Ve l Total 1 f t /s) Max Chl [1pth (ft) Conv . Total l<:fsl Length ~·ltd . {ft) Min Ch El (fl) .O.lpha frctn Loss (fti C E. E Loss {ft ) 295.21 0 .41 294.80 294 .80 0. i)59775 11). 00 1-.• 7 5. 12 . 58 2 ::,6 . 3 1 ;:4 . 66 293.22 l. 00 I. 01 0.11 Element Wt . n-'/al. Reach Len. (ft) rlov1 .:..rea tsq ft !-.rea sq ft) flov1 crs Top \·I Li th ft) .;.vq. ':el. tft/s Hydr. [+epth 1fl Con\·. 1··fs) VJetteJ P€r . 1ft Shear (lbisq ft1 Stream Power (lb tt s Cum Volume (acre-ft.) Cum s.:.. acres) Left OB 93 .72 1). 04 I). 05 Elev 306. 49 303.35 295. q2 294 .85 2 95. 7 5 303.23 Expan. .J Channel O.OGO 124.66 13. ,., 13. F7 70. ( (1 17 .27 5 . l ~ J . 70 Bi· • .! I..,. S7 . 9(1 14 . ':17 l. 15 (t . 15 Right OB 189 .65 (•. F1.1 2 Warning: The energy equation could not be balanced within the specified number of iterat ions. The program used critical deplh fer the water surface and continued on with the calClilations. Warning: The conveyance ratio 1upstrearn conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This ma y indicate the need fer additional cross sections . VJarning: The energy loss was greater than 1.0 ft (0.3 rn). between the current and previous cross sec ion . This may indicate the need for additional cross sections. VJarning: During the standard step iterations, when the assumed water surface was set equal to critical depth, t he calculated water surface came back below critical depth. This indicates hat there is not a valid s ubcritical answer . The program defaulted to critical depth . CROSS SECTION OUTPUT Profile #20 E.G. Elev (ft ) 295 .58 Element Left OB Channel Right OB Ve l Head {ft l Yl .S . Elev (ft Crit Vl.S. {ft E.G . Slope (f /ft Q Total 1c fs, Top Width (ft Vel Total ~ft/s Max Chl (•ptt-, : ft Conv. Total cfs Len;-itt. :,·.l'td . f: Min Ch El ·ft .•.lpha Fr ctn Loss 1r t1 C:&ELoss•rti !) . 4,:. 95. 10 95 . 1(1 ,) . 559€2 (•/. c)(1 2i:1. 5(1 c: SC: l. ;; ~SZ.3 1 ~ ~ . (. (. •.'. 99 ". l c Wt . n-Val Reach Len. (ft) Flow .n.rea {sq ft· .~rea (sq ft) Flow !cf s) Top \·lidth (fti J.:,tg . Vel . {f t/s Hidr. Dei:;:tb ! ft Ccn•:. !cfs) \·!.;tr:ed Per . it :St.ear '.lb/.sq ft Strs&m Fowe r ·lb ft Cum './olume 1acre-ft1 Cum s .r.. I acres· 93. 72 1). 1)€ ·>. 05 (1 (160 12 . 66 .26 .26 1(1 . 0(1 .50 . 56 . 94 ~.3 . 23 .93 .47 •.I . b~ Tributary 1 - Revised Existing Conditions !89.65 1).•)l (1 .•)::". \·Jarning: Tl;e e1:e11/ ~.:g.!ation could r.ct b~ balanced Nitnin the specified numbe:r of iterations. The program csed ~~it1~al depth for the water .surface and continued on with the cal c ulations . ~·larni1 • .i: The cor1·1·.;·;a11-::"= i~r1-:i urstream i..:cn'IEiance di·:ided by downstream con'Jefance~ is less than 1.1 ."' or :ire.-,,:~t tt-:ar, ~ . .J . This may indicate rhe need for add1tional c ross sections . i'Jarn1na: Th<:: '=ner1! ~css ... :Js greater thor, 1.1.1 ft ;I.' . .: m betweer1 the current and previous cross sect101). Thts rn~j indicate the need for add1t1onal cross sections . VJarni11g : [1urir1'J rh; standard s'_ep iterations, Hhen the assumed water surface was set equal to critical depth, the _alcular:ed ~ater .surface came bacl: below critical depth . This indicates that there is not a valid subc1itical answer . The program defaulted to critical depth. CROSS SECT I 014 (1!.ITf'IJT Profile ll l C• E.G. Ele\' I ft• Vel Head fft 1 W.S . Elev (ft i Crit W.S. (ft) E.G. Slope (ft/ft; Q Total lcfsl Top Width (f t) Vel Total (ft/sl Max Chl Dpth I ft) Conv . Total \crsl Length Wtd. (ft) Min Ch El I ft ) Alpha Frctn Loss (ft) C & E Loss (ftl '95.71 0 .51 295 . 2(1 295 . 2(1 f1 . t)55Y 3& 123. (1(1 .<. l . 03 5 . 7 3 l. 98 522. 4 124.66 293 .22 l. 00 0 . 99 0. 14 Element Wt . n-Val . Reach Len . (ft) flow Area (sq ft) Area (sq ft ) Flow (cfs) Top Width I ft) Avg. Vel. (ft /sl Hydr . Depth I ftl Conv . (cfs) \-letted Per. lftJ Shear ilb/sq ftl Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left 08 93. 72 . 07 .06 Channel 0 . 060 124 .66 2 1. 4 6 21 . 4 6 123 .00 21 . 63 5 . 7 3 0 .99 522. 4 22 .01 3 .37 19.34 1 .60 0 .84 R1ght OB 189 .65 .01 .03 \Varning: The energy equation could not be balanced within the specified number of iterations. The p rogram used critical depth for the water surface and continued on with the calculations . Warning: The conveyance ratio (upstream conveyance divided by downstream conveyanc e ) is less than 0 7 or greater than 1 .4 . This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1 .0 ft (0 .3 m). between the c urrent and previous cross section. This may indicate the need for additional c ross sections. Narning: During the standard step iterations, v1hen the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates tha there is not a valid subcritical answer . The program defaulted to criti cal depth. CROSS SECTION OUTPUT Profile ff4 E.G. Elev (ft) Vel Head (ft) w.s . Elev (ft) Crit W.S. (fl ) E.G. Slope (ft/fl) Q Total lcfsl Top \'lidth I ft "/el Total ft, s Max Chl Dpth 1ft' Conv. Total 1cfsl Leng h ~'ltd . If t) Min Ch El rft ,lllph"l Frctn Less \ r r r l E Loss j tr 295. !'.i9 0 . 54 295.35 295.35 I). 053624 l46. 'JO 23.21 5. 91 G . 13 630 .5 124.66 293. 22 1.•-1(1 (}. 9€ (l. 15 Element Wt. n-Val. Reach Len . (ft l Flow Area (sq ft) Area (sq ft) Flow (cf sl Top Width I ft) ;.:~·g. Vel. rft/s H1dr. Depth I ft Con•J. (cfs) Vletted Per . (ft Shear (lb/sq ft 1 Srrc"!m Prw""'r t~tfr Cum Volume {acre-ft Cum SA (acre:::;) Left OB 93. 72 0. •):~ •J .•J Channel 0 .060 124 .66 24 .70 24 .70 146.00 23 .21 5 . 91 l. 06 630 . 5 .3 61 50 20 7n 1 78 ) . 87 Right OB 189.65 0 . r)2 I). (13 Warning: The er.er~::. "":)IJati· n '"ould n0t be balanced \..·itt·,1n the specifi ed r.umber of iterations . The program us~d -r1ti ·al derth for the water surface and continued on with the ralculations . ~·1arning: The con·1e/d!1c: rat1.; upstream conveyance dt 'iJed J-; downstream r:onveyance is less than 0.7 or a1eater thdn l .~. This may indicate the need for additional cross sec tons . Warning: The energy loss was greater than 1.0 ft 1u .~ m between the curr ent and previous cross section. Th i s ma; indicate the need fat additional crOss sections. ~·larning: During rhe standard step iterations, >-!hen the assumed water surface was set equal Lo critical depth, th~ calculated 'dater surface came bad: below critical depth. This indicates that rhere is not a valid subcr1t1cal answer . The pro~ram defaulted to critical depth . CROSS SECTION OUTPUT Pr~file ~2 E.G. Elev (ft) Ve 1 Head If t I w.s . Elev tft, Cr1t l'l.S . (ft) E.G . Slope lft/ftl Total (cfsl Top Width (ft J Vel To tal I ft/s Max Ch! Dpth If 296.02 0. 57 295. 4 5 295.~5 .053098 164. 00 24.31 6. 06 .23 Element Wt . n-Val . Reach Len. (ft) Flow .n.rea (sq ft) .~rea (sq ft) Flow (cfsl Top Width I ft) Avg . Vel . ift/s H'jdr. Depth I ft l Left OB 93. G Channel 0. 060 l 24 . 66 27 .06 27 .06 164 .00 24 . 31 6 . 06 l. 11 Right OB 189.65 Conv. Tota l !cfs Length :·Jtd. ! ft J Min Ch ~l (ft .fi.lpha rrct n Loss 'ft) C l E Loss ~fti 11 . 4 .o 3. . 0 (!. 9 (1 .1 Conv. 1 cf s l Wetted Per. ~ ft Shear I lb/sq ft Str eam Power (1 /f t Cum "'olume I acr e-ft· Cum SJ·. !acres) Tributary 1-Revised Existing Conditions 711 . 7 24 .73 3.63 s; 21 .98 (t,(19 1. 91 0 .(1:;: (1 .(11 (•, 39 0 .•)'; !'larn1n-;1: The energ equation could not be balai.ced within the specifi ed number of i terations. The program u e~ :ritical depth for the water surface and continued on with t he calculations. Warning: The ~eloc t · head has changed b; more than 0 .5 f: 0 .15 m~ This ma; indicate the need for additiona ross sections. Warning: The conve.,..ance ratio 'upstream ccn"Je/ance divided bj dowr,str eam conveyance) is less t:.han (• ~or ';lreat~r t:.han 1.4 . This ma; ir.dicate 1f,e need for additional C'rcss sections. Warning: The ener:i · ~CS:5 ·,:as :ireater than i . :• ft !•j,3 m bet...:een the currer.t eir1d previous ross section. Th!s may inJic3 te the r.eed for additional cross sectior,s. 1:Janung: [•uring r.:.r.e standard step iterations, Hhen the assumed 1-1ater surface :1.::i.s set equal to cr1ticcd Jepth, t~e calculaterl water surface came bacJ: below criti c·al depth. This i~dicates that there is 1.oi: a ·_·.::l:d subcr1tical answer . The program defaulted to critic;d depth . CB0SS SECTI<JN !)T.TTP1_1T Fro fl le i1 ! E.G. Elev (ft} 296.14 Ve! Head I ft I (). 59 vi . s. Elev (ft I 295. 5-l Cr it 1·1.s. (ft) 2Sl5 .. 54 E.G. Slope (ft/ft\ t). 052365 Q Tot~ 1 tr·f~) lH(' r1n Top :'lid th (ft; 25.3• Vel Total { ft/s 6.19 Max Chi Dpth t ft J 2. 32 Conv. Total (Cf S) 795. 2 Length Wtd . (ft I Li4 .66 Mi n Ch El I ft) 293. .:...t.. Alpha . 00 frctn Loss (ft) I) . 93 c • E Loss lfT:) 0. 16 Element ~H . n-Val. Reach Len. (ft i rl m.; Area {sq ft P..rea {Sq ft) Flow ( .-f~ l Top Width (ft} P..vg . Ve!. (ft/ 5 I Hydr. [+epth (fT:) Conv. ,cfsl Wetted Per. (ft I Shear I lb/sq ft i Stream Power (lb/ft Cum Volume (acre-ft I Cum SA (acres) Lef T: 1)5 93.72 S) 0. 10 t). 08 Channel O.l1i'.(1 12·L C-C 29. -1..: 29.42 l h"/. t"t(t :5. ;; 6. 19 1 .16 795 .. 2 25.61 3.73 23 .06 .03 •). 91 Pigh~ 1)8 I). 03 .O~ Warning: The energy equation could not be balanced within the specified number of iterations . The program used critical depth fo r the water surface and continued on with t he calculations . Warning: The ;:elocity head has changed by more than 0 .5 ft (0 .15 m). This may indi cate the nee for additional rross sections. Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need for additiona l cross sections. Warning: The ener gy loss was greater t han 1 .0 ft (0.3 ml .. between the current and pr evious cross section. This may indicate t he need for additional cross sections. Warnin~: During the standard step iterat 1ons, when the assumed water surface was set equal to critical depth, the calculated wa ter surface came back below cri tical depth. This i ndicates that there is not a val id subcritical answer. The program defaul ted t o cr itical depth . CROSS SECTIOIJ OUTPUT Profile R0 .2 E.G. Elev {ft I 296. 94 Vel Head (t) 0. 72 w.s. El ev I ft I 296. 22 Cr it VJ.S. I ft I 296. 22 E.G. Slope If t/ ft I .048000 Q Total {CfS) 342. 00 Top Width I ft I 35.25 Vel Total ( ft/sl 6 . 80 Max Chi Dpth (ft I 3 . 00 Conv . Total lcfs) 1561. 0 Length Wtd . I ftl 124 .66 Min Ch El ((ti 293 . 22 Alpha .00 Frctn Loss I ft I 0 . 76 c • E Loss (fl) 0. 20 Element Wt . n-Val . Reach Len . {f t I flow Area (sq f t) .n.rea {sq f t I Flow {Cf S) Top Width (ft I Avg . Vel . { ft/sl Hydr. Depth (ft I Conv. {cfs) Netted Per . (f t I Shear lb/sq ft I Stream Power I lb/ft Cum ._,.olume {acre-fl) Cum s; .. i acres) Le ft OB 93.72 sl 0 .13 lj. 09 Channel 0. 060 124 .. 66 S(•. 29 50. 29 342.00 35.25 6 . 80 !. 4 3 1561. 0 35. 83 4 . 21 28. 60 . 98 . (•6 Right OB 189.65 0 . 07 I). 07 :·13r~ir.;: '!"!":...: ..;'18~-;'"· 1'..?.J.ti:i. ul=-! :-: .... : 8e !:-l~1~.;e::! ·.:i·-~.::. :.r.i: .:;;..c_i[1~:l r.urr.ber ~ it.;::r.::il~Vi...;.. The 1Aociram used r;ritical rlept"t1 for the ·~1ater surface and continued on Hith the ralcularions. ~·/arnuq: The •1eloc1t_, heaj has chanyed b:,: mi:ore !").an (1 ft r .15 mi . This ma.:' tr1d1rat:e the need for 3ddi t ional r05s 5'e--i::rns . \·/;;irnin-1: The cc1,·!f:-/i1rl".'=' r3'"10 upstt~am cor,·1~·_.:a11 ·e divided bt iovnistream ~on·~·~~an·:e' is !': s than '•.7 or gled1.• r than 1.-1 . This ma; indirei.t_e the neerl for addil __ ional -ross se•::ticns. \·Jarning: The -,,neto~; 1 ss ·.-1as :zreater rhan 1.•l ft 10 .3 ml . bei:v1een the current_ and previous ~ross secliori . Th:s ma1 indiraLe the need Lor additional cross sect ions . i·iarn1n:;J: [•uring t!.e ·rar1dard step itecaticns, when the -'\ssurteU water surface ·.~·35 set equal t:) critical ~Jepth, ':he alculated •·:ater surfa .... e --ame bac): below cr1r.ical depth . Tl11s indicares that there is not a Vdlid subcritical a~swer . The program defaulted to critical depth. CROSS SECT I •)N RIVER : Tributary 1 PE.~CH ' Reach 1 I NPUT Description : Stati on Elevation Sta Elev 0 310 257 290. 04 PS: 1087 Data num= Sta Elev 120 304 264 291 10 Sta Elev Sta Elev Sta Elev 166 300 196 295 202 294 280 295 320 300 331 302 Manning's n 'Jalue:s Sta n ':'al Oard: Sta: Left 16€ .l E.G . Elei: 1 ft ·./el Head \ft \·i .S . Elev {ft r:.rit ~·~.S . ~ft1 E.G. Slope ft/ft Q Total tcfs\ Top Width I ft; · .. ·~1 Total 1 ft, s MCL-'. Chl [·ptt· f;: <~~;,.. Toted _::::: Length ~\ltd • l r_ Mir: Ch El 1 ft .:i..lpha Frctn Loss 1 ft c .:: E Loss (ft num= Sta n Val 16C:. . (lf ta 2·) n '/al .l Lengths : Left Channel Right 184 .1-= 19(•.97 147.59 • "". 24 ('. (IJ 292 . 21 11 . •)1)3(13) 1 (1 . 00 -l 2 , (H) .4' . !7 12··1 ..:· 19(1 9: 29(•. 1)4 ,(1(1 lS •).•)l Element 1.1t . r.-·.1a 1. Reach Len. •ft' flo·...i tl.rea is:::i ftl .t-.rea (sq ft; Flow tcfs Top Width fft .i--:1g . Ve! rfr:. 's H·.:dr [•ept~. f. t, Corw . :c:fs, ~·Jetted Per. ·ft Shear (lb/~q ftJ Stream Power (lb/ft Cum Volume {acre-ft 1 Cum SF-. \acres: Coeff Contr . .1 Ex pan. .3 ,· ... '1(,(1 19•). 9-; -l 7. 50 41. 5(J 111. (•1) -l 2 . I)(• 4' l 13 1 :11 . (• ·E . Z9 z l ,-, . 31 1 . (if Tributary 1 -Revised Existing Conditions R1 ~ht ·)B l ~7 . SS: Warning: The energy loss was greater than 1.0 ft (0.3 m). betvJeen the curr<::-nt and previous cross section . This may indicate the need for add1t1onal cross sections CROSS SECTION OUTPUT Profile H20 E.G. Elev (ft) Vel Head (ft) ~·/.S . Elev (ft) Crit ~-J.S . (ft) E.G. Slope (ft/fti Q Total (cfs} Top Width (ft) Vel Total ( ft/sl Max Chl Dpth I ft) Conv. Total (cfs) Length Wtd . (ft) Min Ch El I ftl .~lpha frctn Loss (ft) c & E Loss (ftl 292 64 0 . 04 292.60 .Q03015 107. 00 48.99 l. 64 2.56 1948 .S 190.97 290. 04 l. 00 l. OS 0.01 Element Wt . n-Val Reach Len. (ft) now .n.rea 'sq ft J .:n.rea (sq ft) flow \cf s) Top Width (ft) Avg . Vel. I ft/s) Hydr Depth I ft I Conv. (cfsJ Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left ~)8 184 .17 0.06 0.05 Channel 0.060 190.97 65.29 65 29 107 . O(i ~8 .99 l . 64 l. 33 1948 . s 49.34 0 .25 0 .41 l. 35 0 .72 Right 08 H7 . 59 . 01 . 02 Warning : The energy loss was greater than 1.0 ft (0 .3 ml . between the current and previous cross section. This may indicate the need for additional cross sections . CROSS SECTION OUTPUT Profile UlO E.G Elev (ft) Vel Head (ft) w.s . Elev (ft) Crit W.S . (ft) E .G. Slope lft/ftJ Q Total (cfs) Top Width (ft) Vel Total ((t/s) Max Chl Dpth I ft) Ccnv Total (cfs) Length Wtd I ft I Min Ch El (ft) P.lpha frctn Loss ( ftJ c & E Loss (ft\ 292 .79 . 04 292 .75 0.003004 123 .00 51. 57 l. 70 .7 1 2244 . 2 190.97 290. 04 l. 00 l. 00 0 .01 Element Wt . n-Val. Reach Len . (ft) flow Area (sq ft) .Zl.rea (sq ft) Flow {cfs) Top Width I ft I P.vg Vel. lft/s) Hydr Dept h I ft I Conv . (cfs) Netted Per. (ft l Shear (l b/sq ft) Stream Power (lb/ft sl Cum Volume \acre-ft) Cum S."l\ (acresi Left 08 184 .17 07 06 Channel 0 .060 190 . 97 72. 54 72 54 123 00 51 . 57 1 .70 l. 41 2244 .2 51 .95 0 .26 0 . 44 1. 4 7 o. 7-1 P.ight OB 14 7. 59 0 . 01 I). 03 Narning : The energ:_.r loss \·1as •;,neater than 1.0 ft (~). 3 m). betv1een the curt.'?!it and pre··ious rLoss secti on. This maj' indicate the need for additional cross sections. CROSS SECT I ON 0!JTP'JT Prof i l~ ~ 4 E .'). Elev {ft1 '.'el Head \ft) VI s. Elev (ft1 Crit W.S. (fl) E.G. Slope lft/fti Q Total (cfsJ Top i·Jidth (ft) »/el Total (ft/sJ Max Chl Dpth tftl Conv. Total (cfsl Length \oltd . (ft) Min Ch El lftl P·.lpha Frctn Loss (ft) c & E Loss (ft) 292 99 (15 292.94 002949 146.00 55.08 1. 7 E 2.90 2688 .6 190 97 290 .04 .00 0 .95 .01 CROSS SECTION OUTPUT Profile ff2 E.G. Elev (ft) 293 . 14 Element i·:t . n-Va 1 Peach Len. (ft 1 Flow .n.rea {sq rt .ri..rea (sq ftJ Flm-1 (cfs) Top irl1dth (ft) P..vg . Vel. (ft/si Hydr. Depth lft Conv. (cfs) t.-letted Per. (ft/ Shear (lb/sq ftl Stream Power (lb/ft sl Cum Volume (acre-ft) Cum s.n., (acres) Element 1i4. l' 0 . 08 0 . 07 Le ft OB -...'hannel (\. !)6(1 I 90 97 83 . (IQ 63 . 00 146.00 55.08 .7E . 51 2 68 8 . 6 55. 4 9 0. 28 0. 48 l. 62 0.76 Channel 0. 02 .03 Right OB Vel Head {ft) W.S. Elev \ft cr it ~-Ls. (ft E.G. Slope (f /ft, Q Total 1cfs) Top i.Jidth (f t; Vel Total !ft/.sl Max Chl ['pth !ft1 Conv . Tctal tc:si Length :,-;td . ~ft:· Min Ch El lft; ~.lpha Frctn Loss tf1:; C l E Loss ft· E.G El.::v ~ft, Vel Head ft: 1;-1 S El•,;'! 1 ft Crit ~·J .S . ~ft; E G. Slope \ft/ft: Q Total 1cfs) Top iiHdth (ft) Vel Total t ft/s1 Max Ch! Dpth I ft) Conv . Tot:~! fr:-fsl Length \·Jtd . (ft) Min Ch El l ftl Mpha E"rctn Loss (ft) c & E Loss (ft) 293 . ·)9 Ci . 1)1)28€6 1 €4 . (1(1 r:.-:.11 '-:'~· 3•'.-£2 . •I 19(•. 29(1 . •>!! (•.o.•l •) . '. ~ 1_1• (1t):i61 7 l c;. •'( 6(•. 2] 1 . ~ . ..) 3 19 ~4 ?;'.!. ~ 190' 97 29(1 (1.:l ,l)(J l) 89 0 . (Jl CROSS SECTION OUT PUT Profile ffC:1 2 E.G. Elev {ft) Ve! Head lft) w.s . Elev (ft) Crit W.S. (ft) E.G. Slope {ft/ft) Q Total (cfs) Top l'idth I ft I Vel Total (ft/s) Max Ch! Dpth {ft) Conv . Total (cfs) Length >ltd. (ft) Min Ch El (ft) .l\lpha Frctn Loss (ft) C & E Loss (ft) CROSS SECTION RIVER: Tributary REACH : Reach 1 I NPUT Description : 294 .32 0 . 06 294 .26 .002267 342 00 76 6(1 2 00 4 .22 7183 .4 190 .97 290 .04 l. 00 0 .77 .02 RS ; 896 Station Elevation Data num= Sta Elev Sta Ele? 0 303.02 40 300.08 Wt . n-\'al . Reach Len . ft; Flow _r._rea q f t: P.rea (sq ft Flm·.' 1cts: Top :·J1dth ift:· J..v~. \'el. {ft/;:; H/dr . L'epth 1 ft Ccnv. ;i;::fs ·. \·Jetted Per . (ft; She.sir 1 lb/sq ft Str~.:im Po.,,1er 'lb/ft Cum ·1clume (acre-ft· Cum SJ-. ( acre5:) Elemer.t i·!t . n-··a l . r;.:ach Len. lft F"lo' . .,i ft.rea (sq ft· P.rea {sq ft) E"low 1cfsl Top Width (ft} P.vg. Vel. (ft/s) Hydr. Depth (ft) Conv lrf~\ 1 • .Vetted Per . (ft} Shear Ob/sq ft) Stream PO\.,ier (lb, ft s) Cum Volume (acre-ft; Cum SA (acres) Element Wt . n-Val Reach Len (ft) Flow Area (sq ft) Area (sq ft) Flow (cf.s) Top Width I ft I P.vg. Vel . ( ft/s) Hydr. Depth (f t J Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA {acres) Sta 87 Elev 296 .3 12.4 .l' Le ft •JE I). 10 (I, (•8 Le ft OB 184.17 0. 18 0.09 190. g- 91 . 4- 91 . ..i- 164 .. : .. :• 51_-;- l . • 5..-: 5':! . .:. ,_. (t 5 99. 5~ 9S·. 5~ 1 ~=2. (I!) €CJ. 21 1. B3 1. 65 34 2P r:. 60.66 (1 . 29 0 .53 1. C:4 0 .79 Channel 0. 060 190. 97 170.85 170.85 342 .00 76.60 2 .00 2 .23 7183 .4 77 .23 0 .31 0 .63 .66 . 90 Sta Elev 129 288 67 140 290 .57 167 297.02 201 .85 299.46 Sta Elev 103 291.45 232 304 .85 Manning's n Values Sta n Val 0 .1 Sta 87 n Val .06 Sta 167 n ·:al .l Bank Sta : Left Lengths; Left Channel Right CROSS SECTI)fJ ":,IJTE-'IJT Profile n5i_1 E.G. Ele\· 'ft:. I/el Head fti W.S. Ele\· tftl Crit ~-J .S . (ft\ E.G. Slope (ft 1ft, Q Total <cfs Top Width , ft) Vel Total (ft/s) Max Ch! Dpth I ft I Conv . Total (cfs) Length >ltd . lftl Min Ch El If I 1'lpha E"rctn Loss ft) C f. E Loss (ft) !,. 91 . (1•.: (•.l'! 2~·0 .96 O.Jl09(l4 112 . (il_l 3·1 . (.10 2 .84 2 . 29 1072 .6 34 .00 288 .67 .00 0 . 17 0 . 03 38 3~ Element Wt. n-\lal. Heach Len ! ft) F'low .r..rea sq ft r.rea (Sq ft) rlol·J (cfs) Top Width (ft) .twg. ··/el . \ft/s) Hydr. Depth (ft) Con·~-. {C[S) i'letted Per . !ft) Shear {lb/sq f t ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr . .1 Left OB 38. (1(1 0 . 04 0 . 05 Expan. .3 Channel 0. (160 34 .00 39.41 39.47 112.00 34 .00 . 84 .16 1072 .6 34 . 34 . 78 . 22 0 .87 0 .50 Tributary 1 -Revised Existing Co nditions 147.59 (•. ··~ (t . .-.:: 0 .CJ3 0 .04 Right OB 147.59 0 . 07 .07 Right '.)8 36.00 0. 00 0 . 02 \-Jarning: The conveyance ratio (upstream conveyance divided by dovmstream conveyance) is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. CROSS SECTI0N OUTPUT Profile U20 E.G. Elev lftl './el Head lft} i'J .S. Elev (ft\ Crit \·J .S. {ft/ E.G Slope !ft/ft) r Total iCfsl Top ~·iidth {ft '.'el Total (ft/s· Maz Chl [1pth ·ft Conv. Total 1cfs Length VJtd . !ft: Min Ch El (ft; F-.lpha E"rctn Loss (fti c & E Loss : ft· 291 59 (1 . 14 291.4€ ·). ('!);;-97(1 1-;:;: (•·:· 2. 9( 1;:1c1 l .(11) •.1,l-I Element i·Jt n-Va 1. Peach Len. 1ft1 E"lo...., F-.rea. {sq ft .!..rea : sq ft 1 Flo· .. ; (cfs Top ::ildi:L ft , .r..vy. ·.:el . {fr:../3 Hydr [•eptf, 'ft (:onv \.:fs tietted Per. ft Shear (lb/sq ft Stream Po~er ·lb1ft Cum Volume a.~re-ft r_:um s.;_. acr-s-5 Left oe Channel 0. (16(• 34 . (1(1 58 .20 58 . 2(J 172 . (H) •hi . 74 .9€ .43 HlC·.l 41. l f. (1 . 7 9 2. 34 . (lS Tributary 1 -Revised Existing Cond itions Pight OB ·).(!l •.1. ('Z ~·larnin<J: The conve:,,:ar1ce ra;~io iu~'Strec.m ..::or1'le/~11r;e d1•11ded t~· do·~ms:::ream c:onve1anc;e; is less than (1 ./ or g reater than 1 4. This may indic:at:; the need for additional cross sections . CROSS SECTIOtl 1)!.lTFJ.lT Profile fll•:1 E.G. Elev {ft Vel Head (ft) V/.S . Elev (ft) Crit W.S . lft) E.G. Slope (ft/fti Q Total (cfs} Top Width (ft) Vel Total { ft/sl Max Chl Dpth (ft) Conv . Total (cfsl Length Wtd . (ft) Min Ch El (ft) "'1pha frctn Loss (ft) c & E Loss (ft) 291 79 (1 .14 291 . 65 (1 . (H)8189 198 01) 42 . 15 3 . 00 . 98 2188. 0 34 . 00 288 .67 l . 00 0 . 14 .03 Element ~n. n-Val . Reach Ler. (ft I Flow .n.rea (sq ft) .n.rea (sq ft ) flow (cfs) Top 1r1iclth lft) P.vg . Vel . (ft/si Hydr. Uepth {ft) Conv. (cfs) Wetted Per . !ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft1 Cum S.I\ (acres) Left OB 38 . (II) o. 07 0 .06 Channe 1 (I . 0€0 34 . 00 66 .00 66 00 196 00 42 . 15 3 . 00 .57 2188.0 42 .62 0 . 79 2 .38 .17 0 53 Right t)B 36. 00 0 . 01 .03 VJarning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile ff4 E.G Elev (ft) Ve! Head I ft I w.s . Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width I ft) Ve! Total I ft/s) Max Chi Dpth (ft) Conv. Total (cfs) Length Wtd. I ft I Min Ch El I ft) Alpha Frctn Loss (ft l C & E Loss (ft) 292. 04 0. 15 291 89 0 .007475 235.00 4 3. 97 . 07 3. 22 2718.! 34 . 00 288 .67 .00 0 . 13 . 03 Element Wt . n-Val Reach Len . (ft) Flow .n.rea (sq ft) .A.rea (sq f t) Flow (cfs) Top Width (ft ) Avg Vel . ( ft /sJ Hydr [1epth (ft l Conv. (cfs) Wetted l?er. \ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 38 .00 0.08 0 07 Channel 0.060 34 00 76. 49 76. 49 235 00 43 .97 3. 07 74 2718 . I 44 .50 0 .80 2 .46 1.27 0. 54 Right OB 36. 00 0. 02 03 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than l 4. This may ind1cate the need for additional c ross sections . CROSS SECTION OUTPUT Profile ff£ E.G. Elev (ftl 1/el Head (ft) ~·J.s . Elev (ft) Crit W.S. (ft) E.G Slope (ft/ft:J Q Total tcfs) Top VHdlh {fti '/el Total (ft/s) Max Chl Dpth 1 ft Conv. Total 1cfs) Length t·/td rftl Min Ch El {ft\ l·.lpha frcln Loss (ft) Cl E Loss (ft) 2 92 . 2 3 (). 15 29:.07 0 .00'049 205.oo 45.35 J . 13 J . 40 3156 . 4 34. 00 268. f.7 l . •)0 l 2 .03 Element ~'it . n-Val Rea~h Len \ft, Flow .A.rea (sq ft .n.rea t sq ft) Flo\·1 icfs Top 1-Jidth fft) P..vg . Vel ft/s Hydr . [•epth ft. Conv . (cfsJ ~letted Per . ~ftl Shear \lb/sq ft1 Stream Power flb, ft sl Cum Volume (acre-ftl Cum SA {acres) Left OB 38 .00 .09 0 .07 Channel 0 . 060 34 . 00 84 . 74 84 . 7 4 265 .00 45 .35 3 . 13 1 .87 3] 56 4 45 .94 0 . 81 2 .54 1. 35 0 . 55 Right OB 36 00 0 .02 0. 03 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indicate the need for additional cr oss sections . CROSS SECTION OUTPUT Profile RI E .G. Elev (ft) Ve! Head lft) W.S. Elev {ftl Crit W.S . (ft) 292.39 0.16 292 23 Element Nt . n-Val . Reach Len. (ft) flO\·J 1'\.rea (sq ft) Left OB 38 00 Channel 0 . 060 34.00 91 . 84 Right OB 36 . 00 E.G. Slope lft/ftl Q Total {cfsi Top Width (f t l \!el Total (ft/sJ Max Chl Dpth ~ft ! Cor1v. Total (cfsl Length Wtd. {ft i Min Ch El (ft < P•.lpha frctn Loss l ft i C i. E: Loss !ft, 0.006819 293. t)(I 4 6. 51 3. 19 3.56 3548 . I 34 . (•/) 288 67 .(.tr) (•. 12 Area (sq ft ; Flow {cfs ; Top Width (f t1 .".vg. Ve!. l ft/sl Hydr . Depth (ft: Conv . (cf sl Wetted Per . (ftJ Shear ilb/sq ftl Stream Power (lb /ft sl cum Volume (acre-ft Cum S.t·. ! acres ··.l(• 91 .~4 ~ 93. (•1:1 4€. 51 3. 19 l . 9"7 254 8 . 1 41 . 13 (!. ~-3 .!. • ls . 4'.:: « Tributary 1 -Revised Existing Conditions •J .(•,j Warn1n-;i: The ccn•1e1ance rat_o {upstream con·!~Jance rJ1·11ded t_.: Jo:..1r.stre3~ e;:·1.··e:_:3r,ce~ is less tr.en 1).' o r -;ireater thar, 1.4. Thi~ Ma/ indicat<? the ne::J tor add1t1-;:.al cross sections . Cf<(.SS SECTI·)tl ')IJTPl.1T Profile If(•. E.G. Ele\· i tr: "el Head f::: l \·l .S . Elev lft1 Crit W S. !ft E.G. Slope !ft/ft' Q Total (cfs J Top vlldth 1 ft, Vel Total (ft /sl Max Ch! Dpth (ft) i:onu. Total lr:-fs\ Length Wtd . (ft) Min Ch El l ftl Alpha frctn Loss (ft J c & E Loss (ft i 293 . 54 0 . .!..!. :s:;. 31 . ('1)63&8 555 . (II) 54 . 04 3 .78 4 . 04 '7·94 4. n 34 . fJO 2$8,67 I. 00 0 . 13 .03 C.1-=ment ;·)t. n-»'al . F:eacr, Len . 1 ft F"lcw P..rea 1 s q ft ;..rea sq ft! Flow (cf s Top Width lft 1 .n.vg . Ve!. (ft/s) Hydr. Depth (ft) Netted Per. (ft) Shear !lb/sq ft ) Stream Power !lbtft s, Cum Volume (acre-ft1 Cum S.?l. I acres) U. I & u .09 "h~nr.el 34 . (•(' !-H . --;3 1 .j c:. -3 ~ 55 . (1t) 54 . f.4 3 .1~ 2 .C9 :.ci44. fl 55 .55 .n5 3 .98 . 96 l). f 1 0 . (•7 0 . (Ii Wa rn1 ng: The conveyance ratio (upstream conveyance d1 v ided by downstream conveyance) is less than 0.7 or greater than 1 .4. This may indicate the need for a d1t1onal cross sections. CROSS SECTION RIVER: Tributar:,.: REACH : Reach 1 INPUT Descripti on : Station Elevation Sta El ev 0 3(14 . 2 9 131 289 194 298 .35 Manning's n Values Sta n Val 0 . I Data Sta 34 139. 64 220 RS : 812 num= Elev 300.29 288 .07 302.78 num= Sta n Val 88 . 06 12 Sta BB 145 Sta 174 Elev 297.72 289 n Val .I Sta 102 150 BanJ.: Sta: Le ft 88 Right 174 Lengths : Left Channel Right 45 CROSS SECTION OUTPUT Profile H50 . E.G. Elev l f tl Vel Head !ft) W.S. Elev (ft ) Crlt W.S. (ftl E.G. Slope ,ft/ft) Q Total lcfs) Top Width •ft J '/el Total (ft/sJ lla x Chi Dpth ft. r· r•'. T'"'t:"'I} f.-f<:: Li;::n~th ~·Jtd . (ft ! Min Ch El lfl, .~.1 rha ft ... , n Less ft C ,_, E Loss ft 2 90. 8 9 0. 04 2 90. 8 5 .002846 112.00 49.52 !. 63 2 .78 ':'nqq. 1 45 .00 £.98 .07 1. 00 (1 . 03 OJ 45 45 ~lement 1-Jt . n-Val . Reach Len. (ft l flow .l\rea (sq ft) .n.rea (sq ft) flO\.,. (cfs) Top l'hdth (fU Avg . Vel. lft/s) Hydr. Depth I ft) r".'n·•. tc-fsl \·1etted Per . lftl Shear (lb/sq ft\ Stream Power (lbtft sJ cum Volume lacre-ftJ Cum s;.. acres Elev 291 290 Sta 113 174 Coe ff Contr. .I Left OB 4 5. 00 •J.(l.j .05 Elev 290 296. 3 Ex pan . .3 Channel 0 .060 45.00 68.59 68. 59 112.00 ·19. 52 1. 63 !. 39 :nao ~ 49.93 •J . 24 ii. 40 o. l?l I). 4.., Right OB 45 .00 C . (JV Warninq; The co11~eyance ratio !upstream ccn~eyance divided bJ downstream conveyance) is less rha11 0 .7 or greater than 1 .4 . This may indicate the need for additio11al cross sections . CROSS SECTION 0UTPLIT Profile ff20 E.G. Elev (ft) Ve t Head (ft) '1 .S. Elev lftl Crit W.S. lft ) E.G. Slope (ft/ft) Total (cf s) Top «id th I ft I Vel Total ( ft/sl Max Chl Dpth I ft I Conv . Total {cfs) Le ngth Vltd. l ft l Min Ch El I ft ) 291. 42 V.05 291 . 37 0 . 002447 172.00 54 . 01 !. 79 3.30 3477 . I 4 5. 00 288.07 Element Wt . n-Val. Reach Len. (f t J flow .ll·.rea (sq ft) .t..rea (sq ft) flow (cf s) Top <hdth lftl P.vg. Vel . lft/s) Hydr. Depth I ft I Conv. {cfs) Wetted Per . (ft) Shear !lb/sq ft) Left OB 45. 00 Channel 0.060 45. 00 96. 21 96. 21 172.00 54 . Ol .79 .78 3477 .l 54 .58 0 .27 Righ OB 45. 00 .Z1lpha t r ctn Loss (ft\ c & E Loss (ft/ .(1(! . 03 0.01 Stream Power !lb/ft s) Cum Volume {acre-ftl Cum SP.. t acres) I). OE (l . o: .4 . 0 .4 Tributary 1 - Revised Existing Conditions (1 . (1: Wa rn1ng: The conveyance ratio 1 upstream conve;ance d1 vi ded by downstream conveyance is 1 es.s r: han (1 .7 or greater than 1 .4 . This may indicate the need for add1t1onal c ross sections. CR')SS SECT I ON •Jl_ITPlJT Profile ;j l (1 E.G. Elev ;ft '.'el Head : ft ~-~.s . Ele;: (fti Crit \.'J .S . lft1 E.G. Slope ft ft Q Total cfs· TO!=' \·Jidtl. 'ft• '/el Total !ft/sJ Maz Chl Cipt~h ft, Conv. Total icfsl Leng:tL :·;r U. {ft M111 Ch El lft .'<lpha f'rctn Loss i ft C l E Loss (ft) 291 . c:~ . (·$ 291.5C . (10Z3.:i ~· 198. 1)(1 s: .. i-; l.: ~ <.ji)i3C-.4 .:i:.c:·i:· 2>:-i-.,. (·- 1 .• :.rJ 1).1_1,j 1). 01 Element Wt . n-\.-"al . Reach Len. ft) Flo:,; J•.rea (sq ft .l..rea 1 sq ft I Flow cfs1 Top Width (ft1 .r..:1g. '."el . ift/s H)'dr . [•epth ft: Con·· 1r_:fs ~'Jetted Per . ltt' Shear ilbisq ft1 Stream Power lb ft 5 Cum Volume (acre-ft:l Cum SP. (acres; Le ft :it: •).11 •).(JC Channel 4 5 (••) 1 !)f. 95 1 (!€. 95 1 Sii:"-. (n) 5';. 1 - 1 .;s l . 91 ..) (1 ~ ,;:: . ·! 1:.:.·:i1 H. '.27 .-.. =~ 1.11) f) • ..)Cj Right ·)E •.'.l'l (t . !"13 Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This ma1 indicate the need for additional cross sections. CROSS SECTIO~I OUTPUT Profile h4 E .G. Elev (ft) Vel Head (ft) W.S . Elev (ft) Cr1t W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top t·Hdth I ft) Vel Total ( ft/sl Max Chl Dpt h I ft I Conv. Total (cfsJ Length Wtd. lftl Min Ch El (ft) Alpha Fr ctn Loss (ft) C & E Loss (ft) 291 . OB 0 . (1€ 291. 82 0.002273 235 .00 56 .66 . 94 . 75 4929. o 4 5 . 00 288 .07 1. 00 0. 03 .01 Element Wt . n-Val. Reach Len. t ft I Flow P..rea (sq ft Area (sq ft) Flow lcfs) Top <1idth I ft) Avg . Vel. (ft/s Hydr. Depth (ft) Conv. fcfs) Wetted Per . (ft) Shear llb/sq ft) Stream Power (lb; ft s) Cum Vol ume (acre-ft) Cum SA {acres) Left OE 4 5 . (JI) 0. 08 0 . 07 Channel I), (!6(1 15. (IQ 121. 02 121 02 235.00 56.66 . 91 2. 14 4929. r) 57 . 38 0.30 0.58 ). 19 50 Ri ght OB 45 .00 0 .02 0. 03 Warning : The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H2 E.G. Elev (ft) Ve! Head (ft) w.s. Elev (ft) Cr1t W.S . (ft) E.G. Slope (ft/ft) Total tcfs) Top Width I ft) Vel Total (ft/s) Max Chl Dpth lft) Conv. Total {cfs Length 1;td. If tl Mm Ch El I ft) .~lpha Fr ctn Loss (ft) c r. E Loss tfll 292 07 0 . 06 292 .01 .002231 265. 00 57. 77 2 01 3. 94 5610. 0 45.00 288.07 . 00 .03 0.01 Element Wt . n-Val . Reach Len. (ft l Flow P..rea (sq ft) Area (sq ft) Fl ow {cfs) Top Width (ft) Avg . Vel. lft/s) Hydr. Depth I ft Conv. {cfsl Wetted Per . {ft) Shear llb/sq ft) Stream Power (lb/ft sl Cum Volume tacre-ft) Cum SA (acres) Left •)8 45 .00 0 .09 (I. l)7 Channel 0 . 060 45. 00 131. 86 131.86 265. 00 57 .77 2 .01 .28 5610 . 0 58 . 5' 0. 31 IJ . €3 1. 27 (l. 51 Right OB 15 . 00 0.02 0 .03 ~·Jarning : The :vnveyance ratio (upstream conveyance divided by downstream convejan::.:el is less than O., or oreater than 1.4. This may indicate the 11eed for additional cross sections . CPlSS SECTIOt! (,1JTP1_1T Frofile hl E.G. Ele•· ! ft '.'el Head ft l ~v .s. Elev lftl r~r1t W.S . ((t) E.G . Slope lft/ftl Q Total (cfs) Top 11idth I ft l '/el Total (ft/s1 Max Chl Dpth lftl Conv. Total (cfsl Length Wtd. (ft) Min Ch El lft) Alpha Frctn Loss (ft) C c. E Loss {ft) £ 9Z. 2 ~ (1.0"" 292. 17 0 .002223 293.00 5&.7o 2.oe IJ .10 6206.0 45. (10 288.07 1. 00 0.03 0. 01 Element \·Jt . n-Val . Reach Len. I ft Flow Area (sq ft) .Z\rea (sq ft I Flow (cfs) Top 1-/idth I ftJ Avg . Vel. (fl/s Hydr. Depth lftl Conv. (cfs) \.'Jetted Per. (ft) Shear (l b/sq ft) Stream Power (lb/fl s) Cum Volume (acre-ft) Cum SA {acres) Le ft _·B 4 5 . ('! 0 . ltl O.Oe Channel 0 . 06C 4 5. 00 141 04 141. 04 293 . 00 58 .70 . (•8 . 40 6206 . 0 59.55 0 .33 0.68 I . 33 0 .51 Rqht )E 4 s. (•0 0 .03 . 04 ~Varn1ng: The conveyance ratio !upstream conveyance divided by do~mstream r.onveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections . CROSS SECTION OUTPl1T Profile H0.2 E .G. Elev !fti Vel Head !ft) W.S . Elev (ft ) Cr1t ~·J .S . (ft1 E.G. Slope lft/fti '::t Total {cf=· TVf:. i'/ldtt. ! ft) ''el Total tft/s: Ma,.·_ C:hl [ipth t ft Cor,•1 . Total 1cfs 1 Le~qi:h t·itd . 'ft Min Ch El {ft ,i:.li:t:i Frc·n Loss ftl . E Loss if t. 293.37 C•.11 293 26 (•. (1(12 5(•l) :ss. 1)(1 E:. 15 2 . C.E 5 . 19 11101 .(1 ~ s. •)(1 2 7t:. (1/ .01.• II . 1)5 •·.·· Element Wt. n-Val . Reach Len (f t) f low .<i.rea (sq ft ) ;..rea 1sq f t ; Flo·.v lcfs) Top W1dth !fti Jwg. 'iel. !ft/si Hydr . (·ei:;th ·ftr Conv . cfs ~·!:::r::"=d Per 'ft; sr.ea.r lb/s:j ft~ Sr:ream Power 'lb ft .s Cum "iolume l<lcre-ft1 Cum s.:.. a:::res · Left OB 4 5 . (1(1 l). 18 0 . (!9 Channe l 0 . 060 4 5 . 00 21J8 . 81 208 .81 555 . 00 f 5 . 15 2 .€6 3. 21 11101.(1 f 6. 39 (1. 49 l. 30 .&2 ,-_,. 56- Tributary 1-Revised Existing Conditions Right •)8 45. 0(• 1) (I \·!arn1n9: The .-::cn·1eyan-:e r.::t1c iur stream 1 \"E:,..anre d1·:1ded l_. dO\·mstream cor.ve·;ance; is less tr.ari 1• 7 or greater thQr, l...J . Th1.s me:.r in,ji:.:ate the neeci for additior-.al cross sections. CROSS SECTION RIVER: Tributary RF:.r..r·H : RP.arh 1 IllPl.TT [1escr iption: Station Elevation Sta Elev 301 .58 121 2B7 .26 Manning's n Values Sta n Val 0 . I Data Sta 32 126.39 P~: 7f-7 num= Elev 298 . 04 ZBB .39 num= Sea n Val 65 . 06 ;. Sta 65 J(J Sta 161 Elev 291 ..:.9L..J4 r. './al .I Elev 289. 11 302.9€: Sta 103 Bank Sta: Left 65 Right 161 Lengths : Left Channel Right 38 Coeff Contr . .I CROSS SECTION OUTPUT Profile HSO E.G. Elev (ft) Ve! Head (ft) W.S . Elev (ft) Cot W.S . (ft) E .G. Slope (ft/ft ) Q Total lcfsl Top Width (ft) Ve! Total ( f /s) Max Chi Dpth (f t) Conv . Total (cf s) Length Wtd. (ft) Mm Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft\ 290.85 0.01 490.94 . 000236 112.00 72. 75 0.66 3. 58 72R9 . 9 39. 00 287.26 .00 0. OJ 0. 00 CROSS SECTION OUTPUT Profile H20 E.G. Elev (ft) '!el Head (ftl "-S-Elev (ft) Cr1t t·J .S . (ft) E.G . Slope (ft/ftl Q Total lcfs) 'i'VJ,:> \·;"'JtJi LL/ "/el Tctal lft/s) Max Chl Dpth (f t) Conv. Tola! {cfs) Length Wtd. lft} Min 'h El (ft' idpha Frctn Loss (ft) C t. E Loss {ft) 291 . 38 0. 01 291. 37 0 .000291 172.00 l). 8 3 4. 11 10074 . 9 3~. {\(• ','.>j?. 2(. 1.(11.1 u.01 IJ.00 CROSS SECTION OUTPUT Profile HIO E.G. Elev (ft) Ve! Head (ft) w.s . Elev (ft\ Cril i·J.S . {ft ) E.G. Slope (f t/ft) Q To al (cfsJ Top l'l1dth (ft) Ve! To al ( f t/s) Max Chi Dpth (f t) Conv . Total (cfs) Length '1td. (ft) Mm Ch El (ft) 291. SP o. 01 291. 57 0 .000311 198. 00 7&. 94 0.88 4. 31 11231.5 39. 00 287.26 34 39 Element Wt . n-Val. Reach Len. !ft) flow Area (sq f t Area (sq ft l flow (cfs) Top ~-Jid th f ft) .~vg . Ve!. (ft/s) Hydr . Depth (ft) Conv. cfsl Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume tacre-ftl Cum S.:O.. {acres) Element Wt . n-Val. Reach Len. ! f t) flow .t..rea (sq ft Area sq ftl flo1.-1 cf:) i"vI--:: ... J\..ii 1ft1 lwo . \."el. lft/s) Hydr. E•i:µth lft' C.:inv. cfsl I-Jette'.! Per. ft, Shear lo, s..i f1_ Stream Fo1-1er ill. ft s1 Cum ·:olume 'acte-ft Cum s;:.. acres} Element \·It. n-Val. Rearh Len. (ft ) Flo\..' .:...rea I sq ft J Area (sq ft) Flow {cfsl Top Width (ft) .~vg . Ve!. (ft/sJ Hydr. Depth lft) Conv. {cfs) Wetted Per. (ftl Shear (lb/sq flJ Lef t 08 34 . 00 . 04 .05 Left 08 0 .100 34 .00 0. 33 0.33 0. 03 l -, O. 08 0 . 19 1. 6 I . . 0··1 l)_t)fJ (!. 00 L'. 05 Le fl OB I). lt)O 34 . (H) 0 .76 0 . 76 o. 08 2.67 0 .11 0 .28 4 .8 . 7 3 0 . OJ Elev 288 Ex pan. .3 Channel 0. 060 39. 00 168 .89 168 . 89 112 . 00 72 .75 0 .66 . 32 7289 . 9 73. 40 0 . 03 0 . 02 0 . 70 0 . 40 Channel 0. 060 39. 00 2oe .16 208 . 16 171 . 97 0 . 83 .76 l i)( -3. 4 -0.21 . 1)5 (•. 04 fl , CI f .42 Channel 0 . 060 39.00 223 . I 0 223 .10 J 97. 92 76.27 0 . 89 2 .93 11226. 7 77 .03 0 .06 Right 08 38 .00 0 . 00 0. 02 Right 08 38.00 Right OB 39.00 P..lpha Frctn Lo.ss ~ft; C l E LO.SS (ft) CROSS SECTION 0VTPUT Profile ~4 E .G. Elev (ft './el Head : ft j W.S Elev ;ft; Cr1t '.·! S 'ft: E.G. Slopie. ! ft f1_ 'J Total :~fs1 To~ Width {ft, './el Total :ft1s Max Chl (•pth. ~ft Cor,..,. Total (cfs Len?th ;·Jtd . 'ft t-lin ;,;i, El ft: .L.lpho frci:1, Lo:-.:::; (ft: ClELoss!ft: 291 . '4 :;:91 . '·'·'''.;':..'...'.' 2 :is . .-.. ) l .••I CROSS SECTl•)iJ •jlJTP!_!T Profile 112 E .G. Elev (ft/ Vel Head (ftJ W.S . Ele•; (ft) Crit W.S . (ft:) E .G. Slope (ft/ft' Q Total {cf.s) Top Width (ft} Vel Total ( ft/s) Max Chl Dpth (ft J Conv . Total tcfs) Length Wtd. (ft) Min Ch El lftl Alpha Frctn Loss (ft) cl E Loss (ft) 292. 1)3 (•. 1)2 292 01 (l. 00·)357 26S 00 8£:.BO 02 .75 l 4ij31 . s 39 .00 287 .20 I OJ l). (12 0 0(1 CROSS SECTION OUTPUT Profile ttl E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Ve! Total I ft/s) Max Chi Dpth I ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El (ft) P..lpha Frctn Loss (ft) c & E Loss (ft) 292 .19 0.02 292. 17 0 . 000377 293.00 8". 18 1. 07 91 15100. I 38.99 287 .26 1 . 02 . 02 I). 00 CROSS SECTION OUTPUT Profile ff0 .2 E .G. Elev (ft) Vel Head (ft) t·J.S . Elev (ft) Cri.t W.S . (ft) E.G. Slope ((t 1 ft: 0 Total lrfsl Top \·Jidth i ft '/el Total fft 's1 Max Chl Dpth .ft1 Conv. Total cfs Leng th i'Jtd. 1 ft\ Min Ch El t ft1 . .::.lpha Frctn Loss 1 ft! cl E Loss (ftl CROSS SECTION RI'JER: Tributar/ RE.ll.CH : Reach 1 INPUT Description: Station Elevation Sta Elev 0 308 .27 149 288 224 302 .71 Data Sta 33 1 E4 293 .31 0. (J4 293.27 0 .001)55 555.fl 93. 7 1 .0 2353e . 3B.9 28~.2 l.t1 '.I} 1).r_1 RS : 728 num= Elev 299 .88 287 .26 Stream Power lb/ft: S) Cum './olume !a re-ft) Cum Si·. (acres Elemer,i: ~-n . n-·.·a 1 Pe:ac:ti Len . ·ft FL:n·• .=-.rea ~sq ft P·.r.::::a sq ft: Fl~· .... · -::fs) TO!--~·!1dtt-1 (ft1 .t..•.r-:; "'el. : ft/s/ H/dr . [ept:h 1 ft C·:.1,·J . !C:f51 ~·J.::::':terJ Per . ft Shear lb/s~ ft Stream Power ·lb/ft s· Cum ·.'clu:ne ·acr-e-ft Cum s.:._ ~acres Element Wt . n-'/al. Peach Len . !ft) FlOVJ .L.rea I sq ft I .n.rea (sq ft) Flow {cfs) Top \'hdth (ft) Avg. Vel. \ft/sl Hydr . Depth (ft) Conv . (cfs) Wetted Per. (ft) Shear !lb/sq ft) Stream Power (lb/ft s) Cum Volurne (acre-ft) Cum SA (acres) Element: 1-Jt . n-Val . Reach Len. (ft) Flow P..rea (sq ft) .n.rea {sq f t) Flow {cfs) Top \hdth I ft I .n.vg Vel. (ft/s) Hydr. Depth 1ftl Conv. (cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Poi ... er (lb/ft s) Cum Volume (acre-ft) Cum SP.. (acres) Element ~·it . n-Val Reach Len . (ft l rlow .t:..rea (sq ft J P..rea (sq ft) Floi·J lc:fsi Top Width tft .i.J..vg . '/el rft sl Hydr [1epth !ft! r:onv. (cfs ~~etted Per . ft Shear (lb;sq [r.} Stream Pm;er 1lb f1_ 5; Cum \'olume 1acre-ft Cum s.r.. lacresl (•. 00 0 . 07 (J .(lf. Left OB (1 .10(1 24 . ·)(• I . Si .SB JI. 24 •). 15 !) . .:11 I~. 2 3 . ?.4 .: . ..:•! 11 •l Left OB 0 .100 34 . 00 . 4(1 . 40 I), 42 ". 74 0 . 18 (l. 51 22.3 4.85 o. 01 0. 00 0.09 0. 07 Left OB 0 . I 00 34 .00 3 . 21 3 . 21 0 . 64 5 .48 0 . 20 0 .58 32 8 5 .61 0.01 0 .00 0 .10 0.08 Left OB o. ion 3<l . 0(• 12. L·7 12 u 4.53 10. G-'I 0. 38 13 l 9Z 10 11 . IJ . II Sta 59 170 Elev 297 92 293 .05 Sta 93 185 Elev 295.65 294 Sta 107 222 t). (15 93 (!. 42 Channel (!. <1€•) 39 . (1(1 24 2 . 4 c 2 ~ 2 . 4 c: 234 . 7 (, 77 .29 (1 . 97 3. 1" 1278(1. 0 '-'·'-' •J . •.IC Channel I). t)60 39 00 257 .22 257 .22 264 58 78 .06 . (l3 .30 14009 . 2 78 .87 0 .07 0 .07 1. 06 0 4 4 Channel 0 . 060 39.00 269.61 269.61 292.36 78.70 1.08 3.43 15067.3 79. 53 0 08 .09 I .12 0 . 44 Channel 0 .060 39 00 3 58 . 58 358 .58 550.47 83. 15 54 .31 23346 .5 94 12 •) .15 I) 23 0 . .:J 9 Elev 289.54 297.67 Tributary 1 -Revised Existing Conditions Right OB 38 .00 02 0 . 03 Right OB 38.00 . 03 0. 04 Right •)B 38 . OC• 0.IJ (17 Hanning' s n Values num= Sta n "!al .1 Sta 93 n Val . (16 ta 71) n '/a 1 .1 Ban~: Sta : L'=ft 93 Right 110 Lengths : Left Channel Right 4 f. 34 CR•JSS SECTION ')1_!TPUT Profile !=51) E.G. Elev ·ft ·:el He-3:d 1l't :·J.S . Elev 'ft. Crit i·J .S . ·ft\ E.G. Slor-:e :ft 'f1:1 ·~· Total !c:fsi Toi:; i'iidth \ft 1 ·:el Total \ft/s. Max Chl [ipth ift, con~. Total c:fsi Len';'!th i·itd. 'ft. M1n Ch El (ft P·.lpha Frctn Loss ·ft; C & E Loss !ft) .: 9(•. (i.J .(•l ·~·. 1) •.'•) 3:: :!: i1.:.(1(1 C:2·. €-6 (• -;: ~Sic-. 4 122. ··? (1(1 (•.l.J l) JJ3 42'.: 12258 Elemect \·lt . n-Vo l . React-. L'=r,. \ft) Flow .t•.rea \sq ft1 l·.rea 'sg Ee' Flo·...; cfs · To(: 1!idtL \ft/ !-.V?. 'Jel . ·.ft/s) H;dr . [;;:pth !ft r_:onv r-f .=; Shear 1 lb/sq ft Stream Power (lt/ft s· r_:um '.'olume 'acre-ft Cum s.t.. (acresi Coef f Contr . .1 Lef t •)2 48 . 8(• (I , 1)5 Expan . .3 (1 .(•C.1°1 1.:.:. S6 1.13. 1)3 : .J 3. (<3 112. •)!) C3 .C6 2. I;. ~ S·E "".' • .J c:. n H:.34 1)., .. ·, t~. t.'2 Tributary 1 - Revised Existing Conditions ~·Jarning: The conveyance ratio !upstream conveyance divided by downstream c.:or>'.•eyance) is less than '•.7 or grPA~er than 1 4 . Thjs may inrli~~te the neQrl for ArlrlitinnAl rross ~ertjons. CROSS SECTION OUTPUT Profile ~zo E.G. Elev (ft) Vel Head (ft) W.S. Elev rft) Crlt W.S . !ft) E.G. Slope (ft/ft ) Q Total (cfs) Top vlidth lftl Vel Total lft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. I ft I Min Ch El (ft) .n.lpha Frctn Loss (ft) c & E Loss (ft) 291 .37 0. 01 291 .35 .000427 172. 00 65. 40 0.97 .09 8326.4 120. 90 287.26 1 00 0. 16 .OS Element Wt n-Val . Heach Len . (ft l Flow Area (sq ft) Area (sq ft) flow 1cfs) Top ~-Jidth (ft) Avg . Vel . {ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per . (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP.. (acres) Left •)8 48 . 80 0 .06 0 .05 Channel (I. 060 122.58 176.86 176.86 172.00 65 40 0 . 97 71) 8326 .4 07 48 0 07 0 .07 0 .69 0 .36 Right OB 46.34 0 01 0.02 Warning: The velocity head has changed by more than 0 .5 (t {0 .15 m). This may indicate the need for additional cross sections . Warning: The conveyance ratio (upstream conveyance d ivided by downstream conveyance) is less than O 7 or greater than 1.4. This may indicate the need for additional cross sections . CROSS SECTION OUTPUT Profile ilO E.G. Elev !ft) Vel Head (ft) 1; . S . E 1 ev (ft I Crit 10 .S . (ft) E.G. Slope (ft/ft ) Q Total (cfsl Top <hdth (ft I Vel Total (ft/s) Max Chl Dpth (ft I Conv . Total (cfs) Length Wtd. (ft) Min Ch El lft) Mpha Frctn Loss {ft) CE. E Loss !ft) 291. 57 .02 291 .SS 0 .000454 198.00 66.05 .04 .29 9287 .B 120. 28 287.26 l. 00 0 .17 0. (16 Element Wt. n-Val. Reach Len . (ft ) Flow Area (sq ft) P.rea {sq ft) Flow (cfs) Top >lid th I ftl .n.vg . Vel. {ft/s) Hydr. Depth \f t) Conv. {cfs) Wetted Per (ft) Shear (lb/sq ft) Stream Pm·Jer (lb/ft sl Cum ':olume (acre-ft) Cum s.:; (acres) Left OB 46 . BO 0 . 07 0 . 06 Channel 0.060 122. 58 189. 71 189.71 198 . 00 66. 05 l. 04 2 . 87 9287 . e 60 . 25 0 .08 0 . 00 0 . '4 t). 3,:-, Right OB 0 .01 0 .03 Warning: The veloc.:it/ head has changed b:,: mote than t).5 ft 1(1 .15 m). This mai indicate the need for additional cross sections. \·JC1n11n9: The conve: . ./ance ratio 'upstr~am r~n-'e'.:ance divide·'J b:_,· d01·mstt·eam ::cn'·e:;ance\ is le5s than 0 7 er greater than 1.4 This ma .. indicate ttie r1eed for :i.ddttic.nal cross SE(·t1ons . CROSS SECTION 01.ITPUT Profile !.4 E.G. Ele\.' t ft) Vel Head (ft) W.S. Ele·; <ft) Crit W.S . lft) E.G. Slope (ft/ft ) Q Total {cfsl Top Width (ft) Vel Total lft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length l'ltd. I ft) Min Ch El (ft) Alpha Frctn Loss (ft) C & E Loss (ft) 291 . 82 (•. 02 2•n . eo () 00(•41::13 235 .00 6£. 88 .14 4 .54 10580.9 119.53 287 .26 1. 00 0 .19 0.06 Element i-Jt . n-·:al Peach Len . (ft flm·; .:..rea ! sq ft) .n.rea (5q ft\ Flot.-1 {CfS) Top \Hdth (ft) A'!g . ·v'el . (ft/si Hydr . Depth (ft l Conv . (cfs) YJetled Per . (ftl Shear llb/sq ftJ Stream Power (lb/ft s) Cum Volume (acre-ft! Cum S.n. {acres) Left OB .J~. 80 0 .08 0 .06 Channel t1. 00.:1 122 . SS 21)6. 32 ?06.32 235. 1)(1 ].14 3 .08 l (1$80 . 9 69.23 ti . 09 o _ 1 o 0. 81 0 . 37 P.ight ·~B .J ~. 34 .02 0 .03 Tributary 1-Revised Existing Conditions t'1arning: The velocit~/ head ha s changed by more thar. •:1 .5 ft (fJ . l!:: m;. This may indicate the need for additional cross sect ions . warning: The conveyance ratio {upstream conveyance divided by downstream ccnveyancel is less than (1 .7 or 9reater than 1 .4 . This may indicate the need for add1t101;al cross sections. CROSS SECTION 01_1T~1_1T Profile 11 2 E.G. Elev '.ft '.-'!l Head i ft W.S . Ele·; ift Cr1t W. S . (ft E.G. Slope !ft/ft Q Total !cfs , Top i·lidth (ft \/el Total (ft/s· Max Chl t·pth 1fr:· C:on·v. Total ~cfs Length :·ltd. ft.· t-\ir, Ch El ( ( t .L.lpha Fr ctn Loss 1 fr_ C f. E Loss {ft1 201 99 £7 . 51 .21 '3 11 £(1!. I 119. 1)9 1 .(1(1 Element ~·~t . r,-·:al. Reach Len. :ft 1 Flo·~, Area (sq ft .!..rea (sq ft 1 rlo=.-i '.cfsi Top \·Jidth i ft; .<l.vg . Vel. (ft/s H;dr . Depth i t t·· Conv :cfsi ·~·Jetted Per . ·ft Shear (lb/sq fl:.· Stream Power 1 lb ft: _, Cum Volume \acre-ft· Cum SA (acres ) Left ·::B 1).•• Channel 1 ~2 c.:. 210 .r 21?. 97 2£~~.(1(~ c' s 1 1 . 21 " 24 11 t:•:il I ( ~; 9 7: l<.! 12 (!. 85 (•. 37 . •)2 ;, . •)3 ~~arning: The velocity head has changed bf more than (1 5 ft ((I 15 m}. This may indicate t:he need for additional cross sections. Warn1nq: The co11ve·/ance ratio {upstream conveyance divided by downstream conveya nce) is less than 0.7 or greater than 1 4 . This may indicate the need for additional cross sections. CROSS SECTION' r)l_lTPIJT Profile #1 E.G. Elev lftl Ve l Head If t I W.S . Elev (ft) Crit W.S . (ft/ E.G. Slope tft/ftJ Q Total {cfs) Top V/idth (ft) Vel Total (ft/s) Max Chl Dpth I ft I Conv. Total (cfs) Length VJtd . (ft ) Min Ch El lftl P..lpha Frctn Loss (ft l c & £Loss (ft) 292. 17 () 03 292 .14 0 000551 293 .00 68 .03 28 .88 12478.7 118 . 37 287 .26 . 00 . 2 l .07 Element Wt . n-Val . Reach Len (ft) flow Area (sq ft ) .ll..rea (sq ft) Flow (cfs) Top ~'lidth (ft) lwg . Vel . (ft/sl Hydr. Depth (ft) Conv. (cfsl Wet:ted Per. (ft) Shear !lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acI:"es) Left OB 48 .80 0 .10 0 .07 Channel (I . 06!) 122 .58 229 .56 229 . 56 293 .00 C.:8 . 03 1. 28 3 . 37 12473.7 70 .59 0 . 11 0 . 14 0 .89 0 .38 Right OB 46.34 o. 03 .04 VJaI:"ning: The velocity head has changed by more than 0 .5 ft (0 15 mi . This may indicate the need Eat' additional ct'oss sections . Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 7 ot' gt'eater than 1 .4 . This may indicate the need for additional cross sections . CROSS SECTION 1)UTPLIT Profile ffO . E.G. Elev lftl Vel Head (ft I VJ . S . Elev (ft) Ct'it W.S. (ft) E.G. Slope lft/ftl Q Total (cfs ) Top l'idth !ft! Vel Total ( ft/sl Max Chl Dpth (ftl Conv. Total (cfs) Length Wtd . lftl Min Ch El (ft) P.lpha Frctn Loss lftl c & E Loss iftl 293 26 0. 05 293.23 0 . 000825 555. 00 74 .23 1. 82 5. 97 19324 .7 113 .35 287 .26 1 . 00 (J. 28 0 .08 Element Wt . n-Val. Reach Len (ft) Flow Area {sq ft ) .n.rea {sq ft) Flow (cfs) Top Width (ft) lwg . Vel. (ft/s) Hydr. De pth I ft l Conv. (cfs) VJetted Per . (ftl Shear ilb/sq ftl Stream Powe I:" (lb/ ft s) Cum Volume (acI:"e-ftl Cum SP. (acres l Left OB 48.qo Channel 0.060 122.58 305. 10 305. 10 554 .98 71. 45 l. 82 4.27 19324 .0 '1..J . 6(1 0 21 0 . 38 1 . 23 n. 4 2 Right OB 0 . 100 4 6 . 34 0 . 25 0 . 25 0 . 02 .78 0 . 08 0 .09 0. 7 :.79 o. 00 0 . 00 . 07 (I. 1)7 Wat'nir19: The "elocity hearl has changed by mot'e than ·.'.5 ft 10 .12 m This ma .. indi-:at-:? rhe need fer additional -rcss sections t·larning: The con·.•eyan-e rar.io upstream conve:,.:ance d1,·tded b:,,· Jo•·mstream ·:-onveyance1 i.;:; le5s than (1 . 7 or ·~1reater tLon 1. 4. This ma::,-indicate t.he need for ad.ji ti or.al cross se.;:;tioris . CROSS SECT l ON RIVER: Tributary RE.a.CH: Reach 1 IfJPIJT Description: Station Elevation Sta Elev 0 304 . 3 107.4 295.78 125 .71 289.86 265 .83 399. 82 467 .5 296.31 306.57 309. 08 Data Sta 87 .37 112.62 128. 84 270. 19 403.26 469 67 PS: 605 num= Elev 297 .76 267 57 290 05 296 51 306.51 309. 31 29 Sta 106 .2 113. 15 213 74 303.58 405.25 497 .21 Elev 296 .64 287 .66 294 . 04 300 23 306.85 312 .66 Sta 106 .5 12 5. 49 233. 44 310 . 22 406 .-7 498 .Sl Elev 296.0£ 289 86 294 87 300 .98 306 .91 312 .71 Sta l06. 92 125.6 2 61 . 4 3 340 .74 465 .57 Elev 296 .54 289 .86 296 . 12 302 .93 308.9 Manning 's n Values num= Sta n Val Sta r; "al . 1 1 (•f. ·,( ta 12 . < n Val .l Bank Sta: Lefr: 106. 2 Right 1'.!:5 . Len~ths : Left Channel Ri .:;tl""1t CC·. 5:; CROSS SECTI0N OUTPUT Profile ~s.:1 E.G. Elev .ft "v'el Head ~ft VI .s . Slev I ft Cr it \•i. S. 'ft E.G . .Sloi:-e 1ft_/it Q Total cfs Top i'lidth (ft J './el Total (ft/s Max Chl [•pth (ft 1 Conv. Total {cfs Len~th Vltd . i ft Min r..:h El 'ft· .n.lpha f'rctr, Loss (ft) C l. E Loss (fti . 3o . •.1: :;.4,_.--; 11 z. <)•' ___ -.;: . "'= -o c ':. 1 1 : ~ .. '." 1 1. 13 i . <4 0 . (19 26 .(•l 2•:09 . t:lemo:nt iit. n-'./a 1 . F-=od~ Len. : ft: r10 .. ·1 .;rea sq fr .=..rea sq ft 1--10·~. cfs, Toi: ';iidtti ft1 .=-.•19 . Vel. ift/z H:;clr. [•epth 1 ft~ Con•· 1 c f~ 'llett~d Per. ft Sh12ar lb.' s=t ft· Stream Power (lbtft s Cum Volume (acre-ft~ Cum Si-. acres: Coeff Contr. .1 Le ft •JB (•. 04 I). (15 Expan. .:; r:t·,anne 1 '·' . ."•(( ·~:. 3,-. 11 ... ~5 14 . 7 3 ,7[ l ~i ":' :...1. 3 l •. 4 I (t, 23 Tributary 1 -Revised Existing Conditions R1ght 1)8 ''.l ,,-, ;-r;_r. l. ?9 1 • :. ~' l. cs . 9 . ():, ., . .: 3 l(•.;. t•.CJ(l .'Jl Warning: The conve~·ance ratio {upstream conveyance divided by downstream conveyance! is less than '' 7 or g~cJ:~: th3n 1.1 . This ma; indicate the need fer additional cross sections. Warning: The energy loss was great€r than 1.0 ft 10.3 m). between the current and previous cross section This may indicate the need for additional cross sectio11s. CROSS SECTION OllTPIJT Profile '121) E.G. Elev !ft) Ve! Head !ft) W.S. Elev (ft) Crit W.S. (ft) E.G. Slope (ft/ft) Q Total {cfs) Top Width (ft) Ve! Total I ft/s) Max Ch! Dpth I ft) Conv. Total (cfs) Length ~'ltd . (ft) Min Ch El I ft) Alpha F'rctn Loss (ft) c & E Loss (ft) 291.15 (I, 52 29(1 . 63 291). 4 3 •.1. u2934(1 17 .!. • l)(l )1). 52 5.13 3. 06 1 OOcl . l 150 1 7 287.57 1. 28 1. 61 0.14 Element Wt . n-Val . Reach Len . (ft) f'low Area (sq ft) .ll..rea !sq ft) Flow (cfs Top Vlidth (ft) Avg . '/el. (f t/s) Hydr . Depth I ft) Conv . (cfsl Wetted Per. (ft) Shear i lb/sq ft) Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SP.. (acres) Left OB 26 . 01 0. 06 0. 05 Channel 0. 060 209 .30 2"'.75 t..'. 75 16;. 40 14 .93 5. 92 1 . 86 959.8 16. 81 3. 02 17. 91 0. 41 0. 24 Right OB 0 .100 66.53 5 .79 5 . 79 7 . 60 15.60 1. 31 0 .37 44 . 4 15 .62 0 .68 0.89 0. 01 0. 02 Warning: The conve1ance ratio {upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indicate t he need for additional cross sections. Warning : The energ:i-· loss was greater than l . 0 ft (0. 3 m). between the current and previous cross section. This may indicate the need for add itional cross sections . CROSS SECTION OUTPUT Profile fll0 £.G. Ele\· (ft' Vel Head (ft) w.s. Elev !ft) Crit •l .S. !ft) E.G. Slope (f t/ft) Q Total fcfs) Top Width I ft) Vel Total lft/sl Max Ch! Opth (ft) Conv. Total (cfs) Length ~\ltd. (ft) Min Ch El 1 ftl Alpha f'rctn Loss ltt) C & E L .... ss {ftl 291 . 34 (1. 57 290. 7 6 0 .030225 198.0Q 33.43 s. 24 3. 19 1133 .9 14 g. 49 20/.57 . 3-1 .5~ •). 15 Element ~H . n-Val. Reach Len . (f t) f'low .n.rea (sq f t) Area (sq ft) Flow lcfsJ Top Width (ft) .C..vg . 'Jel. (ft/s) H:1dr . [·epth (ft) Con\·. (cf sl ~i1etted Per. (ft) Shear lb/sq ft) Stream Power (lb/ f'" sl Cum Vclume (acre-ftl Cum SJ.>. !acres\ Left OB 26. 01 (I 07 0 . !)f Channel 0 . 060 209.30 29.73 29.73 186 .05 15. 01 6. 26 1. 98 1070.2 1l:.91 .31 20 .69 0 . 4 3 ) . 25 Right OB 0 .100 66 .53 8 . 04 8 . 04 11 .95 18 .42 1. 49 0 . 44 68 .7 18 . 44 0 .82 1. 22 0 .01 0 . •)2 i·Jarnl.n1: Tt»e ·:~lo-:-it h-=a·i has r:ha11·1~::1 t--~ m•~1.: than(•_., ft .. 15 ml . This ma1 indicate th-? need for addit10nel •r'iSS s~rr:1 rns . WarninJ: The ccn~eyar.c~ ratio ups:ream :an··e;a11ce divided by downstream cor1ve;anceJ is less than 1.1. / or greater than 1 4 . This may 1nJ1cate the need for additional ross sections. \·1arning: The enerq:,· loss wa.:.. Jreater than 1. tt t0.3 m,. between the ·urrent and previous cross section. This ma; indicate th~ need for additional cross sections. CROSS SECTlulJ OUTPUT Pro fl le ff4 £.G. Ele•: !ft) Vel Head <ft) \·J.S . Elev (ft Crit li1.S. fft) E.G. Slope lft/f tl Q Total (cfs) Top •lldth I ft) Vel Total lft/sl Max Ch! Dplh !ft) Conv. Total (cfs) Length l"/td . !ft) l·lin Ch El I ft) 2q1 5~ 0. cc: .::90. 91 290.33 0.032517 235.00 36.67 5.47 3.34 1303.2 145.93 287.57 Element :·It. n-Vd.l . Reach Len. f fl) f'loH P·.rea f sq ft J .t..rea (sq ft) f'low (cfsl Top Width !ft ) .•.vg . Vel . I ft/s) HJdr . Depth lft) Conv. (cfs) \·Jetted Per . (ft) Shear tlb/sq ft) Left 08 26.01 Channel 0 .06(1 209.30 31. 96 31. 96 216 .20 15.10 6 . 76 2. l 2 1198." 17 . 14 3.78 Right OB 0 . 100 66 .53 11 .QO 11 .00 18 .80 21 .57 1. 71 0 .51 104.3 21 .59 1. 03 .L.lpha F"rctn Loss (ft1 cc. E Loss 'fti . 41 .57 0 . l B Stream Power ·lb/ft Cum Volume ·acre-ft' Cum SP. !acres i·1arn1ng : The veloc1ty head f,as changed bj more th:i.n ·.: ft additional c ross sections . . I: rr 1) . •) ~ (1 .1)(. 25 . 1. ~· . (!. Tributary 1 - Revised Existing Conditions T~.is may indicate the need for ~·larn1ng: The cor,v-::.;ance ratio (upstream conveyance d1•.rided b'/ d::Y.·mstre-:.m con1Je:;ance 15 less than o .-: er ~reater :han 1.1.J . Ttus ma·; indii:·ate the ne-:d fer add1t:~nal cross secti;Jns . The <::1.er~/ less ·.~·as ~reater sec:t1""1, This ma·, lndicate E.G. Eie·J ft \'el Head 1 ft W.S. Elev rt Crit ~-J .S . ft E.G. Slope :.-rr:. Q Total •.cfs TO!'.' \.·!idth · f .. '..'el Total ft Max Chl [ipth ft, Con·J . Total crs, Length Wtd 1ft1 Min Ch El ift: Alpha Frctn Loss (rt/ Cc. E Loss 1fti :'.91 -.J •.r .-:t. . 9(1 99 ~ 9••. 9:· . 11::,::-:;.::: } . 42 14((~. 1 143 . 1'2 287 .57 . 4 5 .55 •). 20 than 1. ,· f·_ Element ~·,'t. n-·~·-:.1. Peach Le11 . . ~ m FloH ;._rea .~q f: .=-.rea sq t· rlow !~fs Top ~-~1dt!. 1 t_ .;·;g. '"el. , rt Hydr . C'epth :t Conv. {cfs ~Jetted Per. •ft Shear (lb/sq fU Stream Power lb/ ft s Cum Vo lume 'acre-ft' Cum SP. (acres LE ft :E :; ·' l (1.09 o. 07 ·.:har,ne l •).•)£(! _,)9. ~1:• ..:. ~ .:1 .--; :i IS lf .25 .19 l ?73 c 17.24 4. 3(1 31 . 14 0 .50 0 . 26 Pi~h': ·~9 (t .1(1( i.C: C.'",; :.:. 3. 32 1 . 7;9 122.4 23 . 3€ l . 23 2. 32 1). 01 0.02 Warning: The velocity head has changed by more than (1 .5 ft {0 .15 ml . Th1s may indicate the need fo1· additional cross secl1ons. ~oJarning: The conveyance ratio !upstream conveyance divided by downstream conveyance) is less than 0 .7 or ~reater than 1.4. This may indicate the need for additional cross sections . ~-.'arning: The enl:'rOi loss •...ras greater than 1 .0 ft 11).3 m). between the current and previous cross section . This may indicate the need for additional cross sections. Warning: During t:he standard step iterations , when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth . CROSS SECTION j!JTPIJT Profile 111 E.G. Elev (ftl Ve! Head I ft I W.S. Elev (ft) Crit W.S . (ft! E.G. Slope (ft/ftl Total (cfsl Top W1dth (ft) Vel Total (ft/s) Max Chl Dpth lftl Conv . Total (cfs) Length Wtd. (fl Min Ch El (ft ) .~lpha Frctn Loss (ft) cc. E Loss (ftl 291 . 89 0 .76 291 . 12 291 . 12 0. 034954 293 . 00 41. 34 5 . 71 3 .55 1567.2 141. 95 287 .57 . 51 50 . 21 Element Wt. n-Val . Reach Len . (ft) Flow Area (sq f Area (sq ft l Flow (cfs) Top \-Jidth (ft) Avg. Vel. lft/s) Hydr. Depth !ft) Conv. (cfs) Wetted Per. (f J Shear (lb/ sq ft l Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Left OB 26 .01 0 .10 0.07 Channel 0 . 060 209. 30 35 .19 35. 19 260.67 15. 2 4 7 .41 2 .31 1394 . 3 17 .39 4 . 42 32 . 70 0 .52 0 . 26 Right OB 0 .100 66 .53 16 . 08 16 . OB 32.33 26.10 2.01 0. 62 172.9 26. 13 1. 34 2. 70 0.02 . 02 Warning: The energy equation could not be balanced within the specified number of iterations. The program selected Lhe 1-1ater surface that had the least amount of error between computed and assumed values Warning: The ·Jelocit~· head has changed by more than 0.3 ft ro 15 ml . This may indicate the need for additional cross sections. Warning: The conve;ance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 o r greater than 1.4. This ma1· indicate the need for additional cross sections . Warning: The energy loss wa.o:; greater than 1.0 ft {0.3 ml . between the current and previous cross section . This may indicate the need for additional cross sections. Warning: During the s tandard step iterations, 1-1hen the assumed water surface 1-.1as se equal to critical depth, the calculated water sur race came back below cr itical depth. Th1s indicates that tnere is nat a ~alid sutcritical answ~r . The program defaulted to ~r1t1ca l depth. CRnss SECTEJfl 1llTHIT Profile Pl•. 2 E. _;_ Ele•; 1fl \·~1 Head 1 ft \·1 .S. Elev 'fl Cr1t ~·J.S . fft E:.G . S lope (rt f: Total (cfsJ Top \•lidth (ft_ '.'el Total ft Max Chl Dpth 'ft l Conv . Total cfsl Length Wtd. t ft l Min Ch El (ft) .n .. lpha Frcln Loss (flJ c c. E Loss (I: r: .:. 9::.. 92 I , 39 LCJL .03 292.03 ,(132266 555 (1(1 61 . 11 $. 09 I. .J6 3,~':39 . 7 124.75 287.57 . 77 .10 I). 25 Sleme1,t i·l~. n-Val . Reach Len. I tt Flov1 l•.rea t sq l t Area lsq ftl Flow (cfs) Top \.'ildth tftJ ."'.vg. \'el . 1ft 's Hydr. Depth ft I Conv. (cf sJ loJelted Per. {ft) Shear (lb/ sq ft I Stream Power lb/ft sJ Cum Volume lacre-ftl Cum SA (acres .:..6.01 0.17 0.08 1.:hannel (I _ 06(• .:.U9 .30 .j 9 . 20 49 .20 420. 64 15.81 8 .55 3 .11 2341. 7 18 . 4 6 5 . 37 45 .89 . 74 0 .30 Pi Jh: -:a u . l(J(! <J6 . t.• .J e. 20 -lB . 28 134. 36 45.29 .07 748.0 45.35 2. 14 5. 97 0. 04 0. (14 Warning: The energ'.( equation could not be balanced within the specified number of iterations. The program selec ed the water surface that had the least amount of error between computed and assume ·:alues . Tributary 1 -Revised Existing Conditions ~Jarning: The velocity head has changed by more than (1• 5 ft (0.15 ml . This ma;; indicate the need for additional c ross sections. Warning: The conveyance ratio \upstr eam conve1ance divided by downstream conveyance ) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft 0 .3 mi . between the current and prev1cus cross section . This may indicate the need for additional c ross sections . VJarn1n;i: During the standa rd step iteratior.s , ;-:hen the assumed wa ter surface ·.:as set: -;;:iual ::> r.nt1:·al depth, the calculated water surfa...:e: came b-&d: belot.1 c.:r1t1cal dept!".. This ir,d1 ::.:at.::.s that ti,-:r~ is not a valid s ubcrir:ical answ~r . The program defaulted to critical depth. R r:E?: Tributar :1 PE.=-.cH : Bea er, l I!JF'1.1r L·escrirtion: ~r::itic11 Ele·ration C-ata Sra ElE\' Sta PS: 3S·6 11um= Elev· Std ~n . 3 •· c-. .;' S:-:i Ele·.1 si:.a l~l .~-i-2~t)."'""": lf.Z .33 :_Y(1 .€f 1(7 .5:'. .J4 17-.r-..l ::..;,C..(l..j 191.39 19~.1.i 2a£.-199.7-l 2e9 .2 199.;-.~4 _7. 200 2a9_9q 21·0 _3~ '.21)1).94 290 .C11 2(1f.l :19.77 232 .-l E ;.,:. .:.1 24:;,5::.. z;..7 :Z.55 .3€ 255 .b5 268 .U 256 .1( i88 .07 257 .0-l ::..oc .ij; 2€-l .91 ::..6~.1 5 267 .-4 268 .-l& 288 19 2€9 .0-l 28~.2 270 .22 P7 96 270 44 2a1.0 s 270 .8~ 275 .65 238 .28 285 .1)8 286 .02 286.-l ,~ .~l 290 Q2 293.81 291 .35 -' ....... .:.. 294.1 .:J cs . 19 501 .5-l 307 .77 523.L 3013.92 c.:.~8 . i3 312 .C.·7 529.2 30Sl .1J') 552.~ 309.F-l 585.44 11anninq's n Values num= Sta n Val Sta n Val Sta n 1/al .l .l 275 65 .06 291 .35 Bank Sta: Left Right L75.65 291.35 Lengths: Left Channel 16. 46 1-liL -l.! Right l . 93 CROSS SECT I i)N OUTPUT P co file ff 50 E.G. Elev (ft) Ve! Head <ftl ~LS . Elev (ft ) Cnt '1 .S . (ft) E.G. Slope (ft/ftl Q To tal (cfs) Top Width (ft ) Ve! Total I ft/sJ Max Ch! Dpth (ft I Conv. Total {cfs) Length Wtd . I ft I Min Ch El lf t) ~.lpha f rctn Loss (ft) c' E Loss (ft) 288 .94 (J . (15 288 .89 0.005972 112.00 68 .23 .47 .87 1449.3 110 .66 286.02 .55 l . 06 0 . 02 Element Vlt . n-·,:a 1. Reach Len . (ft) flow .A.rea (sq ft ) -~rea (sq ft) Flow (cfs) Top Width I ft ) A·1g. Vel. (ft/s) Hydr. Depth I ft) Conv. \Cfs) Vletted Per . (ft) Shear ilb/sq ft) Stream Power (lb /ft s Cum Volume (acre-ft) Cum s;r... acres) ~·/arning : Divided flow computed for this c ross-section . Coeff Contr . .l Left OB o. 100 16. 4 6 57.01 57 -01 64.09 56.68 -12 . 01 829.4 58. 84 0.36 0. 41 0 -02 .03 'E.97 C_·(I , t)~ -!i::,t);: BB . l €5 dl .98 93.88 (;..j. 8[" 12.56 Expan. .3 Channel 0 .060 148.42 19. 41 19. 41 47 -91 11. 54 2.47 L 66 620. 0 13.26 0. 55 1 . 35 0 . 23 0. 17 Right OB l. 93 .00 0 . 00 i·1arn1ng: The conveyance ratio (upstream conve1ance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1 .0 ft (0.3 ml . between the current and previous c ross section . This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile p20 E.G. Ele·: lf tl \'el Head (ft) w.s. Elev lftl Crit W S. (ft) E.G. Slope lfl/ft1 Q Total (cfs Top ~Hdlh I ftJ \'el Total lft/s) Hnx Chl L·pth (ft J Con·:. Torr\l •cf s1 Leriqth Wt l. ftl 11111 •:ti E 1 ft .r..l f:·ha Fr·-tn Loss lfll C & E Loss lft) 289.4(1 0 . 0€ 289.34 0 . 005503 172.00 "9 . 50 . 56 . 32 231 :,-. € 108 . 12 2136 , t).2 1. 53 1.1(· 0 .03 Element \·Jt. n-·1a 1. Reach Len. (ft l Flo•·t hrea (sq ft 1 P..rea 1sq ftl Flow cfsJ Top \"lldth (ft) F•.·:g. ·:el. lft/sl H:idr. C•erth 1ft) Con·:. ·fsl Wet t':'d Pr::r . lft• Shear 11:.isq ft1 Stream Pc·.·1er tlb'ft s.J Cum "olume (acre-ft) Cum s.u. 1acresl Warnir1g: C·i'.'Hled flow ~am1-uted fot this cross-section . Left OB 0 . 100 16. 4 6 84 .32 84 32 105.05 67 -62 l. 25 l. 25 1-116. 0 7(1 _21) 0 .41 Q _ 51 i).03 0 .03 Channel 0 .060 148 .42 24 .73 24 .73 66 . 95 11 . :)8 2 . "l 2. )C 9i"•2 . ':; l 3 . 1_1 . Cl .Go II . 2& lj . 1 ~ Right OB l. 93 (I _ r::io 0 .0(• ~·Jarning: Tl"1e:-conveyance ratio 1upstream con·:eyance divided b~: dowristream conve:1ance1 i s less t:han o .~ or greater than 1.-l . This ma~ indicate the need for additional cross sections. \·larning: The energy loss 1.-1as greater than 1.11 ft t0 .3 m between the current and previous cross section. This may indicate the 11eed f~r additional c ross sections . CROSS SECTION OUTPl!T Profile #10 E.G. El ev (ft) Ve! Head I ft) •'i.S. Elev <ftl Crit W.S . (ft) E.G. Slope (ft /ft J 289 .59 0 . 06 289 .53 <L 0054 39 Element Wt. n-Val. Reach Len. ( t t) Flow .l!..rea 1 sq ft l fl.rea (Sq rt) Left OB 0 .100 16.46 97 .74 97 . 74 Channel 0 .060 148. 42 26. 94 26. 94 Right OB l. 93 Q Total 1cfs Top Width if Vel Total !f Is) Max C:hl [1pth 1fti Conv. Total 1cfs Length ~'ltd ~ ft1 Min Ch El \ft 1-.lpha frctn Los:S" 'ft; C G. E Lc55 ft 198.0U 89.62 .59 3.51 .2C:84 . 9 107 74 2f c:. 1)2 .59 l 13 "-'" f low (cf si Top Width (ft) Avg. Vel. (ft/s Hydr. Depth I f t) Conv. (cfsJ \<Jetted Per . (f t/ Shear (l b/sq ft) St r eam Power (lb/ft s1 Cum Volume (acre-ft r:um s.:.. 1.ac.:res Warning: D1·1ided flo~ computed for this cross-secti on. 122 . 1 . l. 1 C-5S. 8f•. 3.J r1.4i <" •).' 1(1 9 . .•) .£ .l ' Tributary 1 -Revised Existing Conditions ~·Jarnir.-;,1 : Tl",:.: ·or.·;e~1ar, ·~ ratio u1 sr:.ream conve;ance d1··1d~d b:.; dov1r.s1:r.:C!m ..:cn·..ie~·ar,c:c is less rhan •.·.' or ?r~atEr t:h3n 1 . -l. This may indicate tl.e :·,eed for add1 r ior,al cross sections . 1·1arn1r,~: TLe en"?rgy lcs:s ;,-;as greater than l.CJ ft \0.3 m .. bet•·1een t:he t.:ur rent and i:;revious cress s'::c:t:ion. This ma; indicate the need for additional c:ross :"F: 1101.s . E .G. El.::o·· lit ,.el Head ft1 i·l. s. ElE'.' I ft Cr it \·J • S . ·, ft ; E.G . Slope (ft/ft, Total (c:fs; Top Width ( ft1 Vel Total (ft/sl Max Chl t1pth (ftl Conv. Total (cfs\ Length Yitd. (ft) Min Ch El (ft ) Alpha frctn Loss (ftl cf. E Loss (ft) 2C 9. IJ • (!(. 289. 7 (, o. 005291 :n5.oo lOZ . 35 l .C:l• 3. 74 3230. 6 106. 91 266. 02 1. C.J l. 14 . 04 Element Wt . n-'..'al. Reach Len. 1ft1 F'low .ll.rea {sq rt .n.rea (sq ft) flow (cf s) Top i-Jidth (ft) Avq . Vel . lft/s Hydr. Depth r ft Conv. {c:fs) Wetted Per . {ft Shear (lb/sq ft/ Stream Power (lb/ft sl Cum Volume (acre-ftt Cum SA (acres) Warning: Di vided flow computed for this cross-secti on . Let:" (·.11 1 c . ~I. l 17 - 11 7 . 2•J l•P. ~€ 9(1. l ~ 1.:' l. 3(' 2032.C 93 . l (1 . .j: (j _C. n . (15- (1 . O<l ··r.ar.i.e l •).l."(.•_1 1-18 . .J2 29. -.j 29. 74 .-'.17 . 14 12. 19 .93 .44 1190 . 0 14 . 34 0 .69 . 01 (!. 32 0 .19 l. 93 . t)lj . 00 Warning: The conveyance ratio !upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. Warning: The energy loss \vas greater than 1 .0 ft (0 .3 m). between the current and previous c ross section. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H2 E.G. Elev lft) Vel Head (ft ) W.S . Elev (f tl Cri t W.S . (ft) E.G. Slope (ft/ft ) Q Total (cfs ) Top Width (ft) Vel Total I ft/sl Max Chl Dpth lftl Conv. Total (cfs) Length Wtd. lft) Min Ch El I ft) Alpha Frctn Loss (ft ) c f. E Loss {ftl 289. 98 0. 07 289. 92 0 .005103 265. 00 107.51 l. 62 3.90 3709.6 105. 91 286.02 .61 .13 .05 Element: Wt . n-Val . Reach Len. I ft I Flow Area (sq ft) Area {sq ft) Flow (cfs ) Top Width I ft I .~vg . Vel. (ft/sl Hyde. Depth I ft I Conv. (cfsl Wetted Per . (ft ) Shear ilb/sq ft ) Stream Power (lb. ft s) Cum Volume (acre-ft! Cum SA (acres) Vlarning: Divided flow computed for this cross-section. Left OB 0 100 16. 4 6 131. 99 131 .99 170.73 95 . 21 1. 29 l. 39 2389.9 98 .20 0 . 43 0 . 55 .05 0 . 04 Ch annel 0 . 060 148 .<2 31 . 69 31 . 69 94 . 27 12.30 2 . 97 2. 58 1319. 7 14 . 5< 0 . 69 .07 0 . 3< 0 . 19 Right OB l . 93 0 .00 .00 Warning: The velocity head has changed by more than 0 .5 rt (0 .15 m This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conve1ancel is less than 0 .7 or greater than 1 .4. This may indicate the need for additional cross s ec tions . Warning: The energf less was greater than l . O fl {0. 3 mJ . between the current and pre'.'ious cross section. This maj indicate the need for additional c ross sections CROSS SECTION OUTPUT Profile Ul E.G. Elev (ft1 Ve! Head lftJ ~·l .S . Elev (ftJ Cr1 ~ i·l .S . lft1 E.G. Slope (ft ft Q Total tcf s Top \·1ldth lft Vel Total 1 ft/s Max Chl Dpth ( (l) Conv. Total (cfs1 Length t·Jtd . \ft. Mi n Ch El fftl Alpha Fr ctn Loss (ft) C & E Loss (ft) 290. 15 o. 07 290. (1-.:. !j . 005(•3Si 120. ot( 1. 61 4.0€ 4127 . "7 105.60 286. (12 1. 68 l. 15 0. 06 Elemer1t \H . n-Val . Reach Len. tft Flo·,, .I...rea sq f:.: J..rea I sq ft' Flow {cf s 1 Top Vlidth t ft lwg . Ve!. (ft/s Hydr Depth I ft 1 Conv (cfs) \.-Jetted Per . ( ftl Shear I lb/sq ftl Stream PovJe:r {lb ft sJ Cum Volume lacre-ftl Cum SP.. (acres) Left UB 0 . 1 Or) lC. . .i-: 11'. 14 a. 191). 13 H.18 . .JC 1. £C 1.r L~7t-. 5 111.50 0 • .J2 0.5< IJ . •)6 0 . 04 Channel o. 06u 1 <lS . .:J ..:- 3_•. -1 33 . -1 t 1.'2 ... 12.42 3 . 05 2. 71 1449.2 14. 7.1 0 . 72 2 .20 0 .36 0 . 19 Right OB 0 . 00 0 . (IL• Warning: The velocity head has changed by more than 0 .5 ft (0 .15 mJ . This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance di ·11ded by downstream conveyance) is less than 0 .7 or greater than 1 .4. This may indicate the need for additional c ross sections. Warning: The energy loss was greater than 1 .0 ft !0 .3 m between the current and previous cross section . This may indicate the need for additional c ross sections. Cfl0SS SECTION OIJTPT.1T Profile ~(1 .2 E.G. Elev lftl '/el Head 1 ft; w.s. Elev :ft ) Crit i'l.S . 1ft/ E.G. Sl ope \ft/ft; Q Total ·:cfs : Top \~1dth dt ','el Total ft/s1 Ma/ Chl [';:th ,ft Con·..r . Tot;;.1 c fs: Ler.gth :·:1_c1. , ft 1 Mir1 Ct-1 El ft, .:..l~ha Frctn Los.:: ; ft: c & E Loss ift' 291 .12 1). (•7 Z91 . (1~ 555 . (!!) 129 . i9 l . ;- ~i' 17. S: 99. 95: .:..86 .11· 1 . :37 IJ , Q'7 Element Wt. n-Val . Reach Len . ft 1 Flow .t..rea : q ft ; F.rea sq ft Flow (cf:: To~ \hdth !ft } • t...V';J . '-/e 1. ft/ S · Hydr. ~·epth (ft Ccnv. cf.s, Wetted Fer. (ft; Shear lb/sq ftl Stream Pm-1er (lb/ft Cum Volume (acre-ft l Cum s;.. !acres. Le ft OB 0 . 1 0 l £. E 258. 25.J. 4(17 . llC:· . l . 0~9~.~ 119. 15 0.55 0.86 0, 1)9 Channel 0 .060 l 48. ~2 4E. l 3 46. 13 14 7. 64 13. 14 3. 2(J .51 2319.1 15.95 0.73 2.3< (I, 51 t). 23 Tributary 1-Revised Existing Conditions 1. 93 :·1.:irn1r.g: TLe ·elocit_. Lead hc2 hor1.::;-=d b! mart:: than ·).5 tt l•.•.15 m). Tlus ma:· ind:'..cate the 1."<=~d for additional CLuss sections. ~arn11~g: The conve~a11ce ratio ;upslream cor.v~;ance divided Ly downstream conveyance1 is les5 than (1.7 OL"" greater tba11 1.4 . This ma~· indicate the need for additional c ross sections. \•,'arr.ing: The energy loss was greater than l.1:i ft i u 3 ml . between t he current and previous cros.s section. This may indicat e the need foL additional cross sections. PIVEP: Tributary REl\CH: Reach 1 INPUT Description: Station Elevation Data Sta Elev Sta 0 303.96 <I .5< 165.0! 291.13 165 .52 185.11 287.12 188 .13 220 .I 290.41 225 .88 266.19 292.71 266.5 271.87 293.84 291.21 532.94 304.79 570 .95 656.63 312.64 11anning 's n Values Sta n Val Sta 0 . I 165 . 01 Bank S a: Left 165.01 Right 220.I num= Elev 300.66 291.09 287. 17 2 90. 8 6 292 . 8 297.58 307. 81 num= n Val .06 36 Sta 85.08 108.27 IBS.52 251 . 89 268.76 291.57 593.79 Sta 220. I Elev 297.91 286.39 287. 18 292.92 293 .2~ 297.65 309. 04 n Val .I Lengths : Left Channel 24 .93 93 .58 Sta 141 .95 172 .04 197 .76 2 64 . 54 269 .55 293.4 628 .11 Right 1 .47 Elev 292 .76 284 .71 288 .65 293 .91 293 .39 298 309 . 7 4 Sta 160 .33 176 . 31 204.2 265 .87 270 . 62 529 . 61 653 .55 Coe ff Con tr. .I CROSS SECTION OUTPUT Profile USO E.G. Elev lftl Ve! Head (ft ) w.s. Elev !ft ) Cril «.S . lft ) E.G. Sl ope l ft ft) Q To tal Ccfs) Top Width (ft) Vel Total lft/s) Max Chl Dpth I ft I Conv. Total (.::fs I Length ~'ltd . (ft1 Min Ch El !ftl Alpha Frctn Loss (ft) C & E Loss (ftl 287 .87 0 . 22 287 .64 .017845 112 . 00 22 . 41 3 . 81 2 .93 838. 4 78 .33 22-l . 7 1 I. 00 0 . 51 0 . 06 Element Wt. n-Val . Feach Len . (ft ) Flow Area (sq ft) .n.rea (sq ft) Flow (CfS) Top Width l ft) Avg . Ve!. i ft/s) Hjdr . Depth I ft) Conv . cfs) Wetted Per. t ft) Shear lb/sq ft) Slream Power (lb/ft sl Cum Volume (acre-ft) Cum SP.. fa.::Lesl Left OB 24. 93 . 01 . 02 Elev 291. 4 5 285 .49 289 . 15 292 . 94 293.6 304 . 51 312 . 54 Expan. .3 Channel 0 . 060 93.58 29. 4 3 29. 4 3 112. 00 22. 41 3. 81 .31 838 .4 23.86 l. 37 5. 23 0 .15 0 . II Right 08 l. 47 . 00 • O< \'larn1ng : The conve1an·~·e rat.10 !upstream r:cn·~·e/ance di\'ided by do•-mstream con•.1e:_.:a nceJ is less than .7 or greater th~n 1.4. This may indicate the need for adJ1 tiondl rross sections . CW!SS SECT! ·tJ 01JTPl.1T Pre 11 lr:-ll'.:'1 E.G. Ele\· 'ft Vel Head ft\ w.s . Elev. \ft Cr1t W.S . lft) E.G. Slope (fl/flJ Q Total tcfs) Top Width {ft) '/el Total (ft/s Max Ch! Dpth I ftl Con·1. Total (cf s) Length Wtd. (ft) Min Ch El lft ) Alpha Frctn Loss (f t) C & E Loss (f t) 0 . 3€ .:. ~7 . 91 1). 02-17 66 1'2 00 2-1. 36 .62 .20 1092 . 9 76. 18 284. 71 . 00 0 .59 .09 El;smJOnt Wt. n-·.ral . Reach Len . \ (1_ fl·iw Area (sq ft) ."'.rea (sq ft\ Flow (cfsl Top i-Jidth ftl .t·.·1g . '.'el. lft,'sJ Hjdr. Depth {ft\ Conv. lcfs) Wetted Per . (ftJ Shear ilb/sq [t ) Stream Power (lb/ft sl Cum Volume {ac re-ftl Cum SP.. (acres) Left OB 24.93 . 02 . 02 Channel 0 . 060 93 . 58 35. 68 35 . 68 172 .00 2<.36 4 . 82 I. 46 1092 . 9 25 . 94 2 . 13 10 . 25 0 . 18 0 . 12 P ight ;B 0 . 00 0 . 00 V/arn1ng: The con·;eyance ratio fupstream con•1eyance divided by downstream conveyance) i s less than Tributary 1 -Revi sed Existing Conditions 0.7 or greater than 1.4. This may indicate the need for add1t1onal cross sections. CROSS SECTI•JN l)l_ITP'.'T Profile # l IJ E.G. Elev ift '/el Head 1 ft; i·1 .S. Elev :ft· Cr1t ~·J .S . ft; E.G. Slope '.ft/ft Q Tcta.l ·c.:fs Tc~ ~-;1jth ~ft ·..-e~ Total ; ftJs· Maz r..:hl C1pt~. ft Ccri.. '!'o':.oi.l 1cts Li:r.~t!i ::itd ft Mir, r_:h El f: t-.lpr.o Frrtn Lcs:s: ft C . E l,055 ft .4 19~. ···) 25 . ·.3 3.i9 11 ~ ~-. q Element Wt . n-'./a l . Reach Len . (f t. Flow J.i.rea (sq ft1 1-.rea ·sq fti flo·~1 · c:f s I Toi: Wi dt h {fti .~.vg . '/el. (ft/s• H1dr. ['epth 'ft~ Ccnv. cfsl i·1etted Per. ft Shear lb/sq ft 1 Stream Po·~1e r lb, f1 s1 Cum ·:'clume ~acre-ft r::um S.i'.._ ·acres Lef:: ·:is ~·I . 93 Channel 0. 0€.0 93 .58 37 . 9€: 31 .9E 19-~. •)1) ~5 . •:03 < 1. S2 11:,9.9 2€. € €. . -! £ i z. ?-I •.' .19 1: Hight OB 1 . 4' ·• '<) ~-/arn1n:J: Th'=: .:on·Je . .:ar,_·;:. r.:it10 ·upstream con'.·eyance divided b~ do\ln~tr12am c:or.ve/ance i.s iess than o .~ or grealer than 1 .-1. This may indicate the need for additional cross sections. CRCSS SECTION 01.lTPl.lT ~rof ile ~4 E.G. Elev (ft) Vel Head (ft ) w.s. Elev (ft' Cr1t W.S. (ft/ E.G. Slope (ft. ft Q Total (cfs} Top Width (ft) Vel Total {ft/s) Max Chl Dpth {ft; Conv. Total (cfs) Length Wtd . (ft) M1n Ch El {ft) Alpha Frctn Loss (ft) C & E Loss (ft) 280.63 (1 . 51 Z88 . 12 (1 . (•31315 235.00 25.88 5.75 3. 41 1317.5 74 .85 284.71 1. 00 0.€6 0 . 14 Element Wt . n-·1al. Reach Len. (ft; Flow 11.rea I sq ft P.rea 1 sq ft l Flow (cfs/ Top VHdth (fti Avg . Vel. {ft/s) Hydr. Depth (ft) Conv. (cfs) Wetted Per. (ftl Shear {lb/sq fti Stream Power {lb/ft s) Cum Volume {acre-ft) Cum SP.. (acres) Left OB 24.93 n. 02 0 . 02 Channel 0 . (160 93.56 40.69 40.09 235 00 25.88 . 75 .58 1317.5 27.56 2.95 16. 94 0 . 20 O.E Right OB 1. 47 o.oo 0. 00 Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1 .4 . This may indi c a te t he need for additional c ross sections. CROSS SECTION OUTPUT Profile U2 E.G. Elev lftl Vel Head (ft) W.S . Elev (ftl Crit W.S . lftl E.G. Slope (ft/ftl Q Total tcfs) Top Width I ft) Ve! Total ( ft/s) Max Chl Dpth (ft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El I ft) P.lpha f rctn Loss (ft) C & E Loss (ft) 288.79 0. 59 288.20 287 .98 0 .035217 265 . (10 26 . 47 6. 16 3 .49 1412 . l 74 . 40 284 .71 l. 00 0 .69 (l . 16 Element Wt . n-Val. Reach Len. (ft) Flow P..rea (sq ft\ Area (sq ft) flow {cfs) Top Widt h (ft) Avg . Ve!. lft/sl Hydr. Depth I ft I Conv. (cfs) Wetted Per. (ft) Shear I lb/sq ftl Stream Power tlb/ft sl Cum Volume (acre-ft) Cum SP.. (acres) Left OB 24 .93 0. 03 0 . 02 Channel 0 060 93.58 43.02 43. 02 265.00 26. 47 6 .16 1.63 141 2 . 1 28 .19 .35 20.67 0. 21 0. 12 Pight OB 1. 47 0.00 0. 00 Warning : The velociti heaJ has changed by more than 0.5 ft (0.15 ml . This may indicate the need (or additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1 .-1 . This may indicate the need for additional cross sections . CROSS SECTI•JN OIJTPLIT Prorile 11 1 E.G. Elev ftl Vel Head 1 ft) \·1 .S. Elev (ft• Crit \·1 .S . (ft) E .G. Slope ift/ft Q Total (dsJ Top \-Jidth (ft/ Vel Total (ft/s) Max Ch! Dpth (ftl Conv Total (cfs Length \'ltd. (ft) Min Ch El (ft> 1-.lpha Frctn Loss (fl) c & E Loss (ft J 2SI?. 33 0.60 :.8E'. 27 288. 12 !) • 038-1 ~7 293.00 2£.96 6 . 54 3 . 56 1493 5 74 .03 284 . 71 . 00 . 71 0 .18 Element \'lt. n-Val. P.each Len. 1 ft Flow .L.rea (Sq ft I J..rea (sq ft) Flow (cfs) Top Width (ftl .i\vg . Vel . ift/s) Hydr . Depth (ft J Conv . (cfs) Wetted Per. lftl Shear (lb/sq ft I Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.n. (acres l Lett Ge ~4. "-' Channel 0 .0GO 93 .58 44 82 44 . 8L .293 .00 26 96 54 1 .66 1493.5 28 .72 . 7 5 24 . 51 .22 0 . 13 Right )B 0 .00 o.or. Warning: The velocity head has changed by more than 0.5 ft {0 .15 m1 . This may indicate the need for additional c ross sec ions . Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile H0 .2 E.G. Elev (ft) Vel Head (f t) t·.i .s . Elev ift Crit '.;l .S . 1ft) E.G. Slope (ft/ft; Q Total ·cfs· Toi: i·~idt!. •ft: ':'el Total !ft/s; Max Cl"1l [•pth (ft ; Conv . Total 'cfs ~ Len1;1th ~·ir;.d . ft Min Ch El ft .:..ipha frctn Loss ft r.: '. C: Loss ft 29(•. (•f l . 1)(1 2~9 . (17 (t . 0~ C:4Z5 555. •)•) 35. St: .1)1 .3£ :;: ~4. 71 l.·:··) •.•.--·, Element Wt . n-'Jal . Reacr. Len . {ft} f lo;..; .:c..rea (sq ft l-.rea 1sq f t) Flo·;1 cfs Top i·!idth (ft .Z....vg . "'el . ~ft/Si H/dr. [·epth 1 ft) Netted ~-sir . 'ft S!"1ear ~c. sq ft Stream t-o-..·1er 1lb. ft-ss Cum '/olume (acn;-ft. Gum 2.~.. acres Left •jE 24 . 93 I.• . I"~ '·'·' Channel (I . ( ~ (. (I 93.52 &9 . 3(1 69. 30 555. (11) 35.5£ i:..(11 .95 '}-C:9 ~ 33 4:;:. \:.:: 1)_;1 (•. 14 (•. :.1 (1.L•] Tributary 1 - Revised Existing Conditions ~~rning: The enerq equat101: coul not be b3l3nced w1t~!n the spe~1Cied numbe: ~f lterations. The program s<:-1.::cted the water surfa:~ th.:it h,::id tr,: li::cst amoi.:nt f erro:-t:t·~1een corq::ur:;;o ai,-1 assumeo values. i·Jarning; The velocit/ heao has chan·~ed by mere than (I S f"" .i1.1S mi . This may indicate the nee:d for additional cross sections. Warning; The conve~·ance ratio upstream conveyance d1videa by downstream conve1a!1ce: is less than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections. 1:iarn1ng: The energy loss was greater than 1 .(1 Et (0 .3 m). beth•een tr.e current and previous cross section. This may indicate the need for additional cross sections . ~-~arn1n;;: ?:.·u::-:n:i-thE: standarr. step iterat1cr.s, ' .. 'hen th: a$~umed ~:.:ite::-surface ~:as set equal t:::: ::riti:::a!. depth, the calculated watet surface came bac~ below critical depth . This indicates that thete is not a valid subcritical answer. The program defaulted to critical depth . CROSS SECTION RIVER: Tributar; REACH: Peach 1 INPUT [iescr i ption: Station Elevation Sta Elev 0 304.04 172.91 293.22 189.84 291 .19 226.87 287 .12 251.87 286.78 278 .42 286.19 340.74 292 .43 360.03 293.71 369.75 293.75 390.78 297 .73 699.33 309.27 Manni ng's n Values Data Sta 29.57 I 81. 51 192. 6 229. 4 252 .68 279 .66 341 .39 364 . 7 3 371. 11 628 .57 728 .94 Sta n Val Sta D .1 225 .63 P.S: 154 num= Elev 301 . 74 292.7 288 .73 286 .35 287 .12 286 .16 292 .51 294 .03 294 . 01 304 . 41 309 . 88 num= n Val .06 54 Sta 83.4 183 .41 196 . 94 229 .67 254 . I 280 . 41 343 .48 365 . 18 382 .21 633. 752. Sta 2 52 . 68 Elev 298 . 64 292 .58 284 .85 286.27 287 .06 286. 14 292 .79 293 . 41 296.11 304 .8 312 .5 n Val .I Sta 118.09 183.68 200.93 235.48 260.45 289.26 348.98 365.51 384 .83 671 . 95 757.23 Elev 295.67 2 92. 52 286.49 284 .52 286.84 285.92 292. 72 292. 95 296. 61 307.88 312. 65 Sta 118.43 184. 99 225.63 250.12 265.22 290. 4 9 352.23 368. 72 390.66 696. 67 Bank Sta : Left Right Lengths: Left Channel Right I . 4 7 Coeff Contr . .1 22 5 . 63 2 52 . 66 CROSS SECTION OUTPUT Profile ~50 E.G. Elev (ft) Ve! Head ( ftl >l .S. Elev (ft) Crit W.S. (ft) E.G. Slope lft/ftl Total (cfsJ Top «1dth (ft \'el Total (ft/sl Max Chl Op h ft) Conv . To:al (cfs1 Length Wtd . (ft I M1n Ch El Cft) il.lpha f'rct_n L~·SS 1ft1 c i:. E Less tftl 287 .30 0 . 04 287.27 0 .0033"0 112.00 106. ;i 1 .15 2 .75 193".o 51 .90 2 8 4 . 52 l . 7 3 0. 42 0 . (13 27.36 72.28 Element Wt . n-Val . Reach Len. (ft I Flow .~.rea (sq ft) P..rea sq ft) flow cfs) Top Vi1dth (ft) Avg. \·el. (ft/sl H:1dr. [1~pth I ft Cori\·. -fs) i·ietterl Per . {ft1 Shear lb/sq ft1 Stream Fewer (lb It si Cum ·:olume (acre-ft Cum SI·. acres) Left OB 0 .100 27.36 2 I, 07 21. 07 13. 51 ; 1. 3-1 0 . f.4 (l. 6., .:. 3 3 . 8 32-' 5 0 . I 3 . 0'• .r11 n. c J Elev 295. 66 292.24 287 . 12 286.54 286.66 285. 96 292 .97 293.56 297 .71 309. 21 Expan. .3 Channel o. 060 12 .2e 39 . 43 39 .L 71 . -17 .'.11 .4C 12:;if . .:. (I . (I . :_ ~ I_!. '-'·'-C: Ri ght 08 0 .100 1. 47 r .2e 37 .28 27 .02 47 .97 0 . -3 4 c,-. 5 -l~. - t). 10: .L (•. 1)(1 0. (11_1 Warning: Tlie conveyance ratio (upslLeam con·:e:rance d1videJ bi· downstream conve/ancel is l~ss than 0.7 or greater than 1 .4 . This may indicate the need for arlditicnal cross sections. CROSS SECTION OUTPUT Profile ll20 E.G. Ele·J ,Et) Vel Head t ftl l·l .S . Elev ft) Crit W.S. (ftl E.G. Slope lft/fti Q Total (cfsJ Top «idth I ft) Ve! Total I ft/sl Max Ch! Dpth I ft I Conv . Total (cf s) Length VJtd . (ft) 287 .59 0. 05 287 .54 0 .003734 172. 00 108.84 1. 35 3.02 2814 .6 47 .30 Element \·Jt . n-'.-'a _. Reach Len. (ft) Flot.-1 .z..rea (sq ft .n.rea isq ft) flow tcfs) Top <hdth (ft) Avg . Vel . (ft/s) Hydr. Depth I ft I Con•;. cfs) Wetted Per . (ftl Left .:;;s 0 . 10U 27.36 29.65 :19. 68 25. 09 ) l. /(I 0 .85 0 .94 410 . r: 33.06 Channel 72 .28 46 .81 46 .81 100.C3 27 .05 2 . 15 1 . 73 164 6 - 27 .66 Right ""'B 0 .100 1. 4 ... so. 67 50 . 6"' 46.29 50. 09 0. 91 1. 01 757.4 50 . 2 I Min Ch El (ft .L.lpf.a frctn Loss ! ft· C l E Loss ! ft ZB4 . c;"" .E6 (•. 4 3 ~·. o 3 Shear (lb/sq ft) Stream Po·.·1er 11 /ft s1 Cum \folume {acre-ft, Cum SJ\ {acres .39 .~5 .09 .Of Tributary 1 - Revised Existing Conditions . 24 .21 . 0(• .(1(• \Varn1r.?: The ccnve;ar.ce ratio (upstream convej"ance d1·:ided by dO'•ll1Stream ::on·11ejanc.:e is less t han (;'or ·~reate1 than 1.4. This mo~.o indi cate the need for additional cr oss sections . E.:;. Ele·,i tft \1el !i.ead •ft 'i!.S . Ele·1 ;ft Cr it" ';1. s . 1 ft E.G . Slor::e . ft ft ·~· Total '.CfS) Tor :Hdth ·fr. i Tctal 'ft $ t-ld/ r..:hl [•pth · f1. Cor,· Tot~l cf~ Lenqth \·ltd 'f 1_ Min f_:h El i ft Jdpha frctn Loss 1ft1 cl E Loss lft) .: ••.• :;.;: C-l l ~:~. (11) 11°•9 . 7€,_ 1 . -l ~ :; . 12 -l .:-. (1£ 2,:-:..; r."" l . 03 (I. ·t3 (1 .0:. Element 'in . n-·/al . Reach Ler,. t t flo· ... · .Li.rea !sq ft. J...rea \s~ fti FloH :cfs1 Tep \'11dth ~ f ... .:..v?. "-.'el . r:: H_,·ctr . [•epth fr ;..:cnv . leis Shear t lb'sq ft Stream Pm-.ier !lb/ft si Cum Volume (acre-rt1 Cum S.U.. tacres1 L-:-f o: ·:-·& i'·.l t• '"--:. :;., .•1..j .: .:, -: _;.j .: l 1).•)l t•.(1(. .. 49. -:· ... 11: c 9 83 ) . 4 2 (1 . 9;; (j. t)9 (l. (HS o;,c;. 91 i;;c; 91 ~4 . c:9 . 9i .1(1 : 1 . (•2 (1 . 2£ •).;: £. l).00 0 .(•(• t-Ja rn l ng: The conveyance ratio I upstream conveyance divided bJ' do~·ms t ream -conveyance) is less than 0 .7 or greater than 1 .4 . This may indicate the need for a d1tional cross sections. CPOSS SECTION Ol_ITPUT Prof.lie µ..; E.G. Elev lftl Vel Head (ft) W.S . Elev (ft:) Crit \·J .S . (ft:.I E.G. Slope 1ft/ft1 Q Total {CfSJ Top Width I ft) Vel Total I ft/s) Max Chl Dpth (ft) Conv. Total (cfsl Length Wtd. (ftl Min Ch El I ft) .~lpha Frctn Loss I ft) C f. E Loss (ft) 287.84 0 06 267.76 0 .004031 235.00 110. 97 l. 53 3.26 3701 . 2 44 .71 284.52 l. 61 0. 44 0.03 Element Wt . n-Val . Reach Len. (ft l Flow P.rea (sq ft) F<.rea (sq ft) flow (cfs) Top Wi dth lftl .'A.vg. Vel. ( ft/si Hydr. Depth I [ti Conv. (cfsl Wetted Per. {ft l Shear (lb/sq ftl Stream Power (lb/ft s) Cum Vol ume (acre-ft) Cum SA (acres) Left OB (!. 100 27 .36 37 .32 37 .32 37 .90 31 .97 1. 02 1. l 7 596. 9 33 . 42 0 .28 0.29 0 .01 0 . 01 Channel •). 060 n 20 53.30 53.30 129.80 27.05 2. -l 4 l. 97 2044 . 3 27.66 0. 4 9 l. 18 0 .10 0. 06 Right 08 0 .100 . 47 62 .90 62 .90 67 .30 51 . 95 l. 07 !. 21 1060. 0 52 .09 0 .30 0 . 33 0 . 00 0 . 00 Warning : The conveyance ratio (upstream conveyance divi ded by downstream conveyance) is less than 0.7 or greater than 1 .-l . This may i ndicate the need for additional c ross sections. CROSS SECTION OUTPUT Profile ff 2 E.G. Elev (ft Vel Head {ft) W.S. El ev (ft) Crit W.S (ft) E.G. Slope lft/ftl Q Total (cfs) Top Wi dth I ft l Vel Total I ft/s) Max Chl Dpth (ft Conv. Total (cfsl Length Wtd . (ft:) Min Ch El lft) .'llpha Frctn Loss (ft) Cf. E Loss (ftl 287.95 0 .06 287.88 .004158 265.00 111. 87 1 . 61 3.36 4109. 7 43.85 2€4 .52 .59 0 . 4 5 0. 04 Element Wt . n-Val . Reach Len. {ft l flow Area (sq ft l Area (sq f t) Flow (cfs) Top l<i dth lft) .n.vg. Vel (ft/sl Hydr. Depth I ft) Conv. {cfs) Wetted Per. (ft) Shear (lb/sq ft) Stream Power tlb/ft s) Cum Volume lacre-ftl Cum s.n. {acresl Lef t OB 0 .100 27 .36 40.5e 40 .58 H .13 32 .08 .09 .27 684 .3 33 . 57 0 .31 0. 34 0 .01 t),(ll Channel 0. 060 72.28 56.06 56.06 143.38 27.05 .56 . 07 2223 .6 27.66 0.53 ]. 35 0 .11 0. 07 Right OB 0 .100 l. 47 68 .24 68 .24 77 . 49 52 .74 .1 4 .29 1201. 8 52.89 0 . 33 0. 38 (1 . 00 0 . 00 \-Ja rn l ng : The conve;ance ratio (upstream co1r;,1e:,:anr-e j l ·· id~d Ci dOh'ns tr earn CO/!'!eyance ! ls 1 ess than 0.7 or greater th3n 1 .4 . This may indicate the need for aUitional cross sections. CP JSS SECT I OJ OIJTPl.IT F·ro t 11 e ff 1 E.•J. Ele\· 1r:1 '/el Head I ft W.S. Elev 1f1_) Cr it: W. S. •ft I E.G. Slope (ft/ft:, Total cf s Top t-Jidth (ftl Vel Total ( ft/s Ma;.: Chl Dpth (ft) Conv. Total (cfs Length Wt d . (fl) Min Ch El (ft) Alpha frctn Loss (f t l c & E Loss (ft} 288.04 0. 07 287.97 0 .004270 293.(IQ 112. 67 . 67 . 45 4483 .9 43 .18 284.52 .58 0. 45 . 04 Element Wt:. n-Val . Reach Len. (ft Flow .n.rea 1 sq ft) .r..rea (sq ftl Flow (cfs) Top Width f ft P..vq . Vel . !ft sl Hydr . Depth I ft_ I Conv. (cfsl \~etted Per . (ftl Shear (lb/sq ft) Stream Power {lb/ft s) Cum Volume {acre-ft) Cum SP. (acres) L<!f .:B •".l('• , .. 6 4 3 . 4 6 43 .4€ 49 .9!) 32 . l' .l'; .35 ""'65. 1 33 .71 \). 3-l 0 .40 0 .01 0 .01 ·::.:hann.el (I. 06(• 72.28- 58.49 58.48 155. 92 27.05 2.67 c H "386.0 27 .66 0 .56 1 .50 0 . 11 0 . 07 p 1ght •)8 ) . 10(! l . 47 72.99 L.99 E~.09 SJ.44 1 . 19 l. 37 1332.8 53.59 0 . 36 0. 43 0 . 00 0. 00 Warning : The conve1ance ratio rupstream conveyance divided by do1·mstream conveyance) is less than Tributary 1 -Revised Existing Conditions 0 .7 or gr eater than 1 4. This may indicate the need for additional cross sections. CROSS SECTION OUTPUT Profile !i t). E.G. Elev (ft , Ve! Head l ftl ~·i.S. Elev {ft) Crit W.S . {ft: E.G. Slope lft/ft j Q Total 1cfsl Top '"lldth I ft' '/el Total (ft/s1 Mai< Ch! [pth ft1 Conv. Total cfsi Ler.gth ;>Jtd . t f t) M1n (h El !ft' !l.lr-:ha rrctn Loss 'ft· C l E LCES ·ft •).11 555. •)(1 11.;. '·:· 1 ~: -l . l 3 , .... (9. 1 39.d: !:<:'.4 . :.: l I:;'• (•. ~g Element VJt. 1,-·ral . Reach Len. ! ft) flO\·I .~.red 1s q ft .~.rea sq ft; flo·~1 1cfs1 Top :Hdth 'ft. .:..vg . "Jel . !ft/s· H/dr. [·~pth ·ft1 Cor1v . LfS· \•Jetted Per. (ft) Shear lb.'sq ft) Stream f-o;.;er llb/ft Cum ''olur;ie •acre-ft:· Cum s.r.. a· res: Le ft •)8 0.1 1)0 27 .3£ 65.57 €5 . c;- 1 (•6 . 24 o~. 94 . ~:S 1-tC·c . S 34 . -o.c: .. :• (•.I?& Channel 7C . ·: c. IC . ?5 26:. • C•- (1 . ~.9 ~. l•• (•.le (I . (J ~ .17 111 ti 111.t.' 1 ""'19 . S-4 5: . ..., l l. <~ l.S:: 251'. 0 . c•.1. 1.1. 97 (1.i:·1 (• Warning: The velocitJ h€aJ has changed b; more than ~-5 ft V.15 m). This ma; in icate th~ ~ed for additional rross sections Warning: The conveyance ral 10 (upstream con·:e:,'3nce divided by downstream r::onve~ance/ is less thar. 0 .7 or greater than 1 .4 . This may indicate the need for additional cross sections. CROSS SECT!Of; RIVER: Tributary 1 RE.ll..CH: Reach 1 INPUT Description: Station Elevation Sta Elev 0 303. B 173. 74 24 5. 83 257. 42 277. 04 410. 83 422.24 4 34. 9 452. 41 4 60. 4 4 471 742.6€ 826. 74 294.57 287.39 286.08 290.89 292. 41 293.03 293. 07 296. 4 3 294 .29 295.57 307.94 312.62 Manning's n Values Data Sta 13. 13 193. 79 251.62 261.69 324 .21 411 . 77 422.94 438.65 453.89 461.54 471. 23 768.85 Sta n Val Sta 0 . 1 214 . 59 BanY. Sta: Left Right 214.59 277 .04 RS: 81 num= Elev 302 . 82 293.57 286. 81 284 . 97 287 . 7 5 2 92 . 54 293 .l 293.79 2 96. 7 2 294 .53 295.57 309.35 num= n Val 06 C:l Sta 79.58 21 (l. 61 252 .27 264 . 72 329.97 414 .67 129.B9 439 86 -157 . 12 4 63. 15 472 .57 769.92 Sta 277 . 04 Elev 299.26 291 . 05 26(.'5 284 . l' 286.6' 292.91 293.76 294 . 02 297.34 294 .89 295.58 309.37 n Val .l Lengths : Left Channel 27.95 57 .62 Sta 99.61 214 .59 254 .43 273.88 353.22 417 .5 432.57 4 41 . 47 4 58. 15 463.86 697. 48 799.53 Right l. 6 Elev 297 . 64 L90. 4 7 286. 54 289.16 285. 68 292 .87 293 .95 294 .33 296.25 295.04 304.32 309. 99 Sta 157 .94 221. 03 256.37 275.85 360.83 419.56 434.19 443.36 4 60. 07 4 66. 18 702 .51 822 .07 Coeff Contr. .1 CROSS SECTION OUTPUT Profile H50 E.G. Elev lft) Ve! Head lftl w.s . Elev (ft) Crit vl.S . lftl E.G. Slope lft/ft ) Q Total let s) Top W1 h (ft) Vel Total 1 ft/s) Max Ch! [•pth l ft) Conv. Total c fs) Length Wtd 'ft) M1n Ch El ft) P·.lpha Frctn Less (ft I cc. E Loss tft1 286.85 0.33 286.52 286.52 . 042593 112. 00 4€.69 3.58 .35 5-12 . 7 284. 17 l . 6E Element Wt . n-\'al . Reach Len . {ft) flow Area {sq ft) .r...rea (sq ft) Flow fcfsl Top l<1dth I ft) .~vg . Ve!. lft/s) H}'"dr. Depth (ft) Ccnv . lcfsl Wetted Per . (ft) .Shear flb/sq ft) :=:r.ream F'oi-.rer (lb1 ft s rum "/olume (acre-ft) -um Sh acres Left OB 27 .95 l). 00 0 (!!~ Elev 295.39 289. 84 286. 24 2 90. 24 285 . 9 2 92. 8 3 294 .06 294 . 7 294 . 21 295. 56 304 .74 312. 47 Ex pan. . 3 Channel 0 . 060 57 .62 15.90 15.90 c 3 . l 0 14 .50 5 . 23 I . 10 402.7 15.38 . 75 J ..j . ~i I). 13 0 . ''2 Right OB 0 .100 l. 60 15 .41 15 .41 28 .90 32 .19 1. 87 0 .43 140. 0 32 .26 l. 27 2 .38 11 . 00 r 00 Warning: The energj equa:1on could not l~e ~alar1~ed withi11 tt.e specified r1umber ot iterations . The program used ~r1tiral depth for the ~ater surfa-e and continued on with the calculations . \-iarning: D1v1ded flow cvmputed for this ·:::ros:--.,,ect1on . Warning : The conveyan~e ratio (upstream conveyance diviJed bj downstream conve1ance) is less than 1.-: or greater than 1.4 . This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (n.3 ml . between the current and previous cross section. Th1s may indicate the need for additiunal cross sections . CPOSS SECT!Ofl OUTPUT Profile P2•:0 E.G . Elev lft) Ve! Head l ft) w.s . Elev lftl Crit \·l.S . lft l E.G. Sl ope lft/ft ) Q To t al lefsl Top Width lfll Ve! Total lft/sl Max Chl ['pth lft) 287 . 14 0 .35 286 .78 286 .78 . 046401 172 .00 55 .87 3.84 2. 61 Element i·lt. n-Val . P.each Len. (ft l flow F.rea (sq ft) .a.re a sq ft l flow rfs) Top \·lldth I ft) .n.vg . Vel . (ft/s) Hj"dr . [.1epth !ft) Left OB 27 .95 Channel 0 .060 57 .62 20.08 20.08 112.83 17. 61 5. 62 l.14 R1ght OB 0 .100 l. 60 24 .75 24 .75 59. 17 38 .26 2.39 0.65 Conv . Total (cfs Length \·Jtd . ! ft· Min Ch El {f t: .ri.lpha Frctn Loss ~ft ClELoss!ft 798 ' 5 40 .62 284. 17 1. 54 . 19 (1 . (•3 Conv. (cfsi Wetted Per . tft ) Shear (lb/sq ft; Stream PoHer db/ft 51 Cum Velum~ :acre-ft Cum SP. /acres (1 .·:i· 3 .' . 51 .13 (t' 02 Tributary 1 -Revised Existing Conditions i" <. - 3.;.. 35 1. 0 . ,, (11) ,(1(1 Warning: The energ; equaL1on could not te balanced ~ith1n the specified 11~moer of lte:ations. The program selected the .·1ater surface that had :he leosr amount of .::::::·1 bei:.· .. :e-:1, c:onputed and assumed values . ~-.'drn1ng: [•i·1ided flo·~i computed to: this cross-sec ':.icr.. Warnin9: The conve'jance ratio 1upstream conveyance di·11ded by do'.-msi:.ream o;:-1.··-=/an-:e is less than (1 . ..., or greai:.er thar, l ..i. Tt-.is may ind1cnt:~ the r.eed for add1t 1c1-.~1 c ross sect1cns . \·larning: The ener~y loss .·1a::; greater than 1 .( ft '".2 m;. bet;.1een ::he ·u!·ren1. and pre·:1cus cros~ secticn . This may indicate the need for additional ..;ross sect1 'iE . ~·larn1ng: [1urir1g the standard step iter.:,tions, v1hen th.:; assumed water surf.:. e Has set .::qual to critical depth, the calculat ed ~-1ater surface came bad: below critical j'=! *.~ •. Th1s i.r'iicat'=3 th.;.t th~re is no~ a valid subcriLical ans~~·er . The pro-;.tram def~ulted i:.c. _:11~1 ·.oil cl.;~th. CROSS SECTI0N ~~TPIJT ~rof1le ~10 E.G. Elev !ft ".'el Head f ft W.S. Elev (ff.I Crit t·l .S (ft E.G. Slope (ft/ft/ Q Total (C fS) Top Width (ft) Vel Total (ft sl Max Chl Dpth ( ftl Conv . Total (cfsl Length Wtd. (ft) Min Ch El ( ftJ Alpha F'rctn Loss (ft) C £. E Loss lft/ ?. 7;7 . 24 tJ . 3-; ~86 .86 286 .86 Ct . 1)4 8832 198 .00 57 . 87 .01 2 .69 896.0 39 . 62 284 . 17 . 49 ). 18 .03 Element Wt . n-Val . Reach Le n. ! ft 1 Flow Area {sq ft, .t.rea (sq ft1 Flow lcfsl Top Width (ftl .~vg . Vel . (ft/s Hydr. Depth ift1 Conv. (cfs) Wetted Per. (ft) Shear llb/sq ft I Stream Power {lb/ft s) Cum Volume 1acre-ft) Cum SA (acres) Le ft ·: 8 -. 9~. 1).(1(1 0 . t)(l .:hannel 1).0€:1:1 21 . 52 21. 52 l 'H. 5(J 18.58 5. 83 . 16 567 .9 19.56 3.35 19.56 0. 03 02 l .E.1) ?.7 . 33 ?.7 . 83 7?.. 5(t 39.29 2 . €,0 0 . 71 328 .l 39. 39 2.15 5. 61 t). 00 0 .00 Warning : The energy equation could not be balanced within the specified number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values . Warning: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional c ross sections . Warning: The energy loss was greater than 1 .0 ft {0 .3 ml . between the current and previous cross section . This may indicate the need for additional cross sections . Warning : During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth This indicates that there is not a valid subcritica l answer. The program defaulted to c r1 t1cal depth. CROSS SECTION OUTPUT Profile #4 E.G. Elev iEtl Ve! Head I ft I t·l.S . Elev (ft ) Cell W.S . (Et) E .G. Slope (ft ft ) Q Total (cfsl Top vHdth (Et) Vel Total (f t/s) Max Chl Dpth I ft I Conv . Total (cfs) Length vltd. (Et I Min Ch El (ft) .L.lpha frctn Loss (ftl c ~ E Loss (ftl 287 .31 0 . 40 286 .97 266 .97 0 .051773 235 .00 60 . 39 . 24 .80 1032. e 36 .28 284.17 . 4 4 .16 .04 Element Wt. n-Val . Reach Len . (ft) Flow Area (sq ftl Area {sq ft l Flow {cfsl Top Width (ft I Avg. Vel. lft/sl Hydr. Depth (ft) Conv. (cfs) Wetted Per. tft Shear 1lb/sq ft Stream Power {lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left VB 27 . 95 .00 0 . (\1) Channel (1 . 060 57. 62 23. 4 7 23.47 143.37 19. 78 6. 11 .19 630 . 1 2(1. 79 3.65 22.29 (•. 04 i"'I . 03 Right OB 0 .100 l. 60 31 .90 31 .90 91 . 63 40.61 L.87 0 .79 402 7 <0 .73 2 .53 7 .27 0 .00 o.cio ~-Jarnina: The energ:,: equation could not be balanced within the sp~(:ir1ed numoer or itetations . !'he program selected the wat er surface that had the least amount of ~rror between comput~d and assumed values . Warning: [1i~ided flow romputed for this cross-section . Ylarnina: The ccn·.·~;ance ratio (upstream conveyance di ·ided by downstream con';e~'ancel is less than ri . .., "'r :;ireater than 1.4 . This ma~· indicate the need for addi':iv:1al c r oss secticns. ·11arn1n~: The 6=nt:r'J-; loss was ~reater than 1.0 ft .3 ml . between the current and pre•:1ous cross sect1or1. Tt1is ma:;-indicate the need for additional cross sections. Warn1n.;;: t·urin=t r:he s tandard step iterations, when the assumed water surfai::-e h'as set equal to cr1ti <'."al depth, the calculated water surface came back below cr itical depth. This indicates that the r~ is not a valid subcritical answer . The proqram defaulted to ctir1cal depth. CROSS SECTlOf.I ,-·l_ITPIJT Profile li2 E.G . Ele'l (ft' Vel Head I ft ) W.S . Elev (ft) Cr1 t \·l .S . {ft ) E.G. Slope (ft/ft Total {cfs) Top Width (ft) Vel Total tft/sl Max Chl Dpth (ft) Conv . Total tcfs) Length \nd. lftl 287. 4 "') 0 .43 2 87. 04 La7.04 0 .053740 265.00 62. 27 4.42 2 .87 114 3. 1 37.40 Element Wt. n-Val . Reach Len . (ft 1 Flow Area (Sq ft) Area (sq ft ) Flow (cfs) Top Width (ft I .rwg. Vel. (ft/s) Hydr . Depth I ft I Conv . (cfsl Wetted Per . t ftl Left JE Channe 1 0 . 060 57. 62 2S. 00 25. 00 157.70 20.67 6. 31 . 21 680 .3 21. 71 Right OB t). 100 1. 60 35. 02 35. 02 107 .30 41 . 60 3 .06 0 . 84 462.9 41. 7 3 Min Ch El lftl Alpha F'rctn Loss (ft) c l E Loss !ft) 284 . l~ l 41 . 16 0 . (•4 Shear 1 lb/sq f t; Stream Power (lb/ft sl Cum Volume (acre-ft} Cum SJ-. '.acresi (1 .(tr) (1 .1)(1 3. 24 . (1 . Tributary 1 -Revised Existing Conditions Warning: The energy equation could not be balanced w1tt.1n the spec1f1ed number of iterot:lOr1~. The program selected the water surface that had the least amount o f error between computed a11d assumed values . Warning: [1iv1ded flo;.i computed for this cross-section. Warning: The conveyance ratio (Upstream conveyance d1v1ded b:t downstrearr con•:::·_,:a1,:;e i.:0 J-:;:~.-: than •).--: or greater thar. l . 4. This may ir.d1cate the need for add1t1onal --ro.s:s sectiora.s. Warning: The energy loss was greater than l.(• ft (0.3 m· between t he current and previou~ :ross section. This ma; indicate the need for additional cress sections. VJarn1ng: [luring the standard step iterations, when th~ assumed >vate1 surface -..1as set equal to ::ritlcal depth, the calculated water surfac'='! came bad: below critical depth. This indi ·~toes ::t,at there is not a valid subcritical answer . The program defaulted to criti=al lert~. CPOSS SECTIOll 01.ITf'llT ~refile Pl E.G. Elev {ft Vel Head ft) W.S. Elev 1ft Cr1t W.S . tft· E.G. Slope (ft/ft Q Total {cfs) Top Width tftl '/el Toto! 1ft s~ Max Chl Dpth fftl Conv. Total (cfs Length Wtd . (ft) Min Ch El I ft) l\lpha Frctn Loss lft) C & E Loss {ftJ I). -I 5 2;:. 7 . 11 Zd"i . 11 fl. ('155256 293 . (1(1 63 .93 2 . 94 1246.5 30 .67 284 .17 1. 38 1 . 14 0 . (14 Element Wt . n-·/al Reach Len. (ft· flow .=..rea {sq ft l .L.rea sq ft) flow <cfs) Top Width (ft) J.l •• -,'g. '.',;l. (ft/s' Hydr. uepth lftl Conv. cfs ) Wetted Per. (ft) Shear ilb/sq ft ) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum SP. 1acresl Warning : Divided flow computed for this cross-section. Left O& 27 .~5 0 .00 0 . (H) r:hanz,-el ~ c;. -11 26.41 17r). 97 d .46 . 23 727 .3 4. (15 26. 19 0 . f).J 0 .03 I .}t" . ~. r . l 2Z . (1:~ 12 . 4' 0 . 8S' ~19. l 4 2 . 61 3 . 06 9 . 8C- o. r111 0 . (If Warning: The conveyance ratio {upstream conve1ance divided by downstream con\·eyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sectioris. Warning: The energy loss was greater han 1 .0 f t (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. tfarning: During the standard step iterations, when the assumed water surface was set equal to c ritical depth, the calculated water surface came back below critical depth. This indicates that there is not a val id subcritical answer. The program defaulted to critical depth . CROSS SECTION OUTPUT Profile K0 .2 E.G. Elev lft) Ve! Head lftl oi.s. Elev lft) Crit W.S . (ft) E.G. Slope (ft/ft ) Q Total !cfsl Top Width I ft I Vel Total I ft/s) Max Chl Dpth lftl Conv. Total (cfs) Length l·ltd . (ft) M1n Ch El I ft I P.lpha F'rctn Loss (ft ) C & E Loss lft) 288 .22 0 .62 287 .60 287 .60 0.064081 555 . 00 76 .24 5 .61 .43 2192. 4 32 . 72 284 .17 .26 1. 08 0 . 06 Element Wt . n-Val. Reach Len. (ft) flow Area (sq ft) .n.rea (sq ft) Flow (cfs) Top Width (ft ) Avg . Ve!. I ft/s) Hydr. Depth (ft l Conv. tcfs) \<Jetted Per. (ft) Shear (lb/sq ft ) Stream Power {lb/ft sl Cum Volume (acre-ft) Cum SA (acres) Left 08 27 .95 0. 00 I). 00 Channel 0. 060 57 . 62 38.47 38.47 294 .22 27 .34 7 . 65 .41 1162 . 3 28. 54 5 . 39 ; 1. 24 0 .06 0 . 03 Fight OB ().l(\(J l 60 c;r1. 40 60. 40 2€0. 79 46 .9(1 4 .32 1. 24 1030. 2 49 . 12 ; . 92 21. 24 0. 00 0 . 00 Warning : The energ~ equation could not be balanced within the specified number of iterati ·ns . The program sel'='!cted the water surface that had the least amount of error between comruted and assumed values . Warning: Divirled flo\,.r computed for this cress-section. Warning: The conveyance ratio (upstream conveyance divided b; downstream conveyance) is less than 0 .1 or greater than 1.4. This ma~ indicate the need for additional cross sections. Warning: The energ~· loss ~as greater than l .~ ft (0.3 m between the current and pre~ious cross section. This m~; in icate the need for additional c1oss sections. \'/arnin]: [•uring the standard step iterations, when the assumed 1.-1aler su1face was set e.1ual to c ritical Jepth, the ralr:·ulated water surfa -~ .... ame back below crit.icJl derth. This indir-at:es that thetP is nol a val1J subrritir-al ans~er. The program defaulr~d to ~rit1~al depth. Cf11)SS SECT I tl RI"lER: Tr1butar:,; REl>·.CH: P.each l IllPIJT Des er i~tion: Station Elevation Sta Elev 0 30;.1 81 .85 299 .83 197.35 294 .l 257 .86 285 .29 265 .36 282 .99 272 .72 284.3 L•ata Sta 6 . 09 89 . 58 197,53 258.25 265 .68 274 .67 PS: :: 4 num= Elev 303.74 299 . 2 1 29--1 . 08 285 .28 282 .89 284 .72 70 Sta 10 . 07 110. 9 242 . 49 259 .52 265 .83 274 .82 Elev 303.48 298.42 287.53 284.87 282.84 284.75 Sta 25. 12 147.83 242.68 261 .72 268.27 278 .58 Ele\· 302.Bl 296.53 287.5 284 .16 283 .36 28--1 . 75 Sta 25 .27 196.83 242 .9; 263 .94 270 .94 306 .78 Elev 302 .• 2 94 . 14 287 . 46 283 . 4 5 283 .92 284 . 71 306 .93 284 .7 1 312 .5~ 284.96 ~13 .29 285.35 323.36 290 .54 326 .24 290.6 365 .27 290.8 368.07 290 .51 380 .87 287.74 386.86 286 .65 l l'.28 ~85 .57 41 ~. t· 418 . I I 492. 9 501). I.I. 513 . 4 5 230. i (. d5 . i4 92 .9B 94 . •JI 94 . 24 29f.. 8 3(19 . 4 5 421.59 4 .3(1. 29 494. 02 5(12. (•3 514. 02 331.63 285.82 292. 92 294.08 294.59 297. (17 309. 49 411.22 4S2. l 8 494 .25 5•)4. 17 '56. 7-;-. ~ £0. 64 Manning 's n './alues num= Sta n Val Sta n Val Sta .1 45S:.~: ,•)(. :-.:.~2 292 .4 293. •)5 293. 77 295. 01 304 . .!....:. )1(1. 1 n \'al .I 47Z.45 482.c3 4 94 . 6 7 506.52 162.64 881. 95 ?92 .56 293 .l 293. 17 295. 4 6 31)4 71 312. 44 476. 490 . 498 . 512 . 803. 88€.34 Lengi:t,s: Left Ct-1anr.el 1.-1£ 23.;c Ri ght . -1 3 Coeff Cont:r. .I CP•)SS SECTIOH •:;T.JTPllT Frof1le F.~·tt E .·~. Ele .. 1.ftl ··e1 Head 1 ft~ \·l . 5 . Ele·' ft Cr it Vi. 5 . ·ft E.G. Sl".)r·~ 1ft :'t:• · Total cfsl Top Width ;.fti Vel Total \ft/sl Max Chl [1pth lftl Conv . Total (cfsl Length Wtd. !ftl Min Ch El (ft1 .;.,l pha Frctn Loss !ft1 cl. E Loss (ft) I,'. 2'' 22~ 2B5 . •) .1)2•J•:Ot.i: 11 L . lot.• 54 . 61 2 .23 2 .38 79 l. 8 282.84 1. Cl CROSS SECTION OUTPUT Profile 1120 E.G. Elev lftl Vel Head (ft l \'l.S. Elev (ft) Crit \'1.S. (ft) E.G. Slope lft/ftl Q Total fcfsl Top Width t ft Vel Total {ft /s) Ma x Chi Dpth lft l Conv. Total (cf sl Length Wtd. I ft) Min Ch El I ft) Alpha Frctn Loss 1tt) C & E Loss (ft) 285.74 . 24 285. 4 9 285.29 U.020005 172. 00 57. 11 3. 14 2 .65 1216 . 1 282.84 l. 60 CROSS SECTION OUTPUT Profile HlO E.G. Elev (ft\ Vel Head (ft) W.S. Elev {ft) Crit 1-J .S. {ft) E.G. Slope lft/ftl Q Total (cfs) Top \·Hdth \ ftl Vel To tal {ft/sl Max Chl Dpth I ft I Conv. Total (cfsJ Leng h \"ltd . I ft I Min Ch El !ft) Alpha Frctn Loss (ft c & E Loss lft) 285.86 0. 2C 2 8 5. 60 285.37 .020004 198.00 59. 58 3.26 2. 76 1399. 9 282.84 1. 59 Elemen1- \1Jt_. n-'/a 1. P-:ach Le:-.. ft Flovi .ri .. rea s~ I 1_ J .r..rea 1sq ft· flovJ lcfs Top \-Jidth lfll i·.vg . Vel . tft,S) Hydr . Depth (ft) Conv. (cfs) Wetted Per . (ft 1 Shear (lb/sq ft) Stream Povier llb'ft s1 Cum Volume (acre-ft) Cum SA (acres) Element vn . n-Val . Reach Len. (ft) Flow Area ,sq ft) Area (sq ft) Flow fcf s) Top Width {ft I Avg . Vel. I ft/sl Hydr. DepLh lftl Conv. (cfs) Wetted Per. (ft) Shear {lb/sq ft) Stream Power (lb/ ft s) Cum Volume (acre-ft) Cum SA (acres) Element Wt . n-Val . Reach Len. (ft) Flow Area (sq ft I .n.rea (sq ft) Flow (cf sl Top Width (ft) A•1g . Vel. ( ft/s) Hydr. Depth I ft I Conv lcfsl l\letted Per . ft I Shear (l b/sq ft1 Stream Power (lb. ft Si Cum Volume acre-ft Cum SA (acres) \·larning: [·i ·-~ ided f loo,..· computed for th ts cross-ser·t 1011. CROSS SECTE;N OIJTPUT F-t file ~4 E.G. Ele".· ft ·:el Head ft i·l .S. Elev 1 ft, Cr1t W.S. ([tJ E.G. Slope (f t/ftl Total (cf sl Tor width (ftl Vel Total 1 fl/ s) Max Chi Dpth ft I Conv. Total (cfsl Length Wtd. (ft) Mm Ch El lft) .~lpha Frctn Loss (ft) C e. E Loss (ft) 285 . - 285 .4' 0 . 020(11)3 235 . ..:io 68 . 4 9 3 . 3" 2 . 99 1661. c: 282 .64 1 . 60 Element 1-'!t . n-·.:a Reach Len. ft Flo,_.: .r.:.rea 1sq ft .:..rea lsq ft1 Flow (cfs) Top Width ft :=·.vg . Vel . ft/s Hydr. Dept:h ft\ Conv. (cfs Wetted Per. tft Shear (lb/sq ftl Stream Power (lb/ft sl Cum Volume (acre-ft) Cum S.A. (acres) Warning: D1v1ded flow computed for this cross-section. CROSS SECTIOI~ OUTPUT Profile 11 2 Left OB IJ ,\(1( (1 . lB (1 . 9 1. 15 0 . 2 I I). 13 Left OB 0 . 101) 0. 76 0. 7f, 0. 62 3. 06 0. 81 0. 25 4 . 4 3 . 14 0.30 . 24 Left OB 0 .100 . II .II . 02 3.77 92 0. 29 7.2 3. B6 0. 3E 0.33 Lef· 0 . l '!. l. t;.~ l . 6;; l . 1 6 4. 71 l. 05 0.3< L .4 .80 0 . 44 0 . 4 6 293 293 . 293 . 296 . 3 312 . E;q:an . .3 Channel (•. (1 £(! :: ~. 2 5 91. 33 19. 0( :; . 93 I. 22 64 5 . 7 19.SB .40 ~ 83 Channel 0. 060 28 .43 28 . 4 3 127 .71 19.06 . 49 . 49 902 .9 19.58 .81 8 . 15 Channel 0.060 30. 40 30. 40 142 . 7e 19.06 .70 l. 59 1009.5 19.58 I . 94 9 . 11 Channel U. (1F(1 .::2 . sis 32 . 90 163.51) 19 0C 4.96 l. c 3 1156 .~ 19.58 2 . 10 l 0 . 4 3 Tributary 1 -Revised Existing Conditions Right 1)B (1 .}(l(• l€. l ~ I€. 19 2(•. 55 34 . 4: l). 47 145.3 34 .53 0 . 59 0 . 74 Right OB 0.100 25 . 64 25 . 6< 4 3 . 67 34.99 I. 70 o. 73 308.8 35 . 12 0 . 91 I. 55 Right OB 0 .100 29 .28 29 .28 54 . 21 36 . 75 I. 85 0. 80 383.3 36 . 91 0 .99 I. 83 Pi·~ht ..1E ··. l tJ0 3.J . i'! ' 34 . 80 69 . 69 "4. 7 3 2 . (11.) 0 . "8 .J92. I 44 . 92 0 . 97 .94 E.G. El ev (ft) \'el Head fft) ~~.s . El ev {ftl Cr1t W.S. {ftl E.G. Slope !ft/ft) Q Total (cfsl Top iHdth ~fti Vel Total (ft /s) Max Chl [1pth , ft Conv. Total ;cfs Len;:th i·ltd . ;f t; M1n Ch El :ft1 l-.lpha frctn Loss ! ft; Cl E Loss 1ft1 2C C:. 13 (1 . 30 285.63 2: ~. c:c: (! (i2(t034 2C:5 . (l(J ;4.95 ::i:. 4i ~. '?9 H .... ~ .2 . 84 Element \·Jt . n-'Jal . Beach Len . (ft l Flo;..' .Z\rea 1 sq ft .t...r ea I sq ft) flow (cfsl Top \·J1dth {ft) .-....vg. '/el . lft /s Hydr . [•epth 1 ft Conv. !Cfs' :·:et:~d Per. !ft sr,ear tlb/sq ft_ Stream Po,,.<er ! lb1 ft s 1 Cum "olume lacre-ft CUir S.t.. ~acres i;!arnin;J: [11vided flow computed for this _:r::.ss-sect1or,. CflOSS St:CTFN (;IJTf'PT Profile i1l E.G. Ele•: lft) Vel Head ft} W.S. Elev ft) Cr1t t·LS. •ft) E.G. Slope (ftiftl Q Total tcfsl Top t·Hdth (ft) Vel Total ft/s) Max Chi Dpth (ft I Conv . Total (cfs) Length 11td. (ft) Min Ch El (ft) Alpha F'rctn Loss (ft) c & E Loss 1ft\ :~ <. ~4 • : •. 31 .:,':~$. 92 ZS5 .04 !) • (;:21)1))1) i93 . (1(1 7 8 .53 3 . cl 3 . 08 2070. 3 282. 84 l. 64 Element ~·~t. n-'!al . Reach Len. {ft) flow Area (sq ftl .n.rea (sq ft) flow (cfs) Top \hdth 1 ft I P..vg . Vel. (ft SI Hydr . [iepth (ft Conv . (cfs) Wer:ted Per. (ftl Shear ilb/sq ft) Stream Power \lb/ft sl Cum Volume (acre-ft) Cum SA (acres; Warning: Divided flow computed for this cross-section. CROSS SECTION 01.lTPIJT Profile ~0 .2 E .G. Elev (ft) Vel Head !ft) w.s . Elev (ft) Cri W.S . lftl E.G. Slope (ft/ft) Q Total (cfs I Top i-Jidth (f t) Vel Total l f t/s) Max Chi Dpth lft) Conv . Total lcfsl Length Wtd. (ft) Min Ch El (ft) P..lpha Fr ctn Loss (ft) C & E Loss (ft) 286. 98 0 . 41 286.57 286.25 . 020009 555. 00 1C•5 . 04 3. 88 3. 73 3923. 6 282 .84 I. 76 Element Wt . n-Val . Reach Len. (ft) rlow Area (sq ft) P..rea tsq ft) F'low (cf s) Top 1;1dth (ft) Avg. Ve!. lft/s) H;·dr . Dept h I ft I Conv. (cfsl Wetted Per. (ft) Shear ilb/sq ftl Stream Power (lb/ft s) Cum Volume (acre-ft) Cum s.n. {acres) Warning: Di··1ded flow computed for this cross-section. SIJMHJ..R.i CF MJl.tltlING' S fl V.~.LIJES Ri·Jer:Tr1butar1 Reach Peach Flea ch Reach Reach Peach Feach Peach I Peach Peach Reach 1 Peach Reach Reach Peach Reach Fliver Sta . 6(15 19C 24 ~ 154 81 24 SUMMARY Of' RE.'>.CH LENGTHS River: Tribular:/ Reach River Sta. nl Left .I .1 .1 .I .l .1 .1 .I .I .1 .I .I .I .I .I nZ . c r .06 . 06 .06 .06 .06 .06 .0£ . •)€ .(16 Channel n3 Right .I .1 .l .l .I .l .1 .I .l .1 .l .1 .I .1 .l Left OB 0 .100 .19 2. 19 . 49 5 .39 l . l 4 I).~ 1 1 7 . [ 5. 5(1 <). 5(1 ·.•. 5- Le fr: •:..c (1 ,11)(! 2.09 2 .69 3.28 0 . t)(l I. 22 u. 45 23 . I 6 .11 u.55 0.67 Left OB 0 .100 .03 .03 14. 02 10. 46 1. 75 0. 77 99. l 10.62 0.95 1. 65 Channel (•. 060 34 . 89 34 . 29 179.78 19.06 5 . 15 l. 23 1"'-"'.(•.2 l C:. 5& : • .!, 3 11 . 4i Channel (t. (16(1 3<. 57 36.57 194. 37 19. OE 5 .32 1 . 92 137 3. 4 19 .58 . 34 12 .H Channel 0. 060 48 . 94 48 . 94 315 . 79 19 . 06 6 . 45 .57 22?2. 5 19.58 3 .12 20 .15 Tributary 1-Revised Existing Conditions Right OB 0.100 39 .59 39 .59 82 .72 ~(I . ..j9 J19 (1.';t! 5;4. 4 ~1). -;: (1 .Sr(- : . '4 Rl"Jht: 1)8 (•.10°.' 4 4. 15 "4. 15 95.35 53.47 2. 1 c; (l. 83 673 .7 53.73 l. 03 2.22 Right OB 0.100 86.03 86.03 225. 19 75.52 2.62 1. 14 1592. (J 75.99 1. 41 3. 7(1 Reach 154 7 53. Reach 14i< 3 79. Reach 14(! 15 5 19E React-. 121 7 124 Reach l •)8 18 190. React-, 89C-3S Reach 012 < 5 Reach 7€.-: ,4 fl each 1:~ " ~-l "~ Reach [(I~-" ' l . •:' ~· Reach 39£ l< <it i..t( fleach l ~ -l' . j , ~:; Reach lS-1 :f Rea(.;h l ,:'.t:: - fl.each : ~ l ~.: :;: : 51.r11n;.._R'1' :.r _c__;.:;tJTF}-.C:Tl _,!l ,:.J J[· Ei:t'.:.JlS!':'ll '>:EFFlC:lENTS F? i ·:er: Tr it.utar / 1 Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach Reach R-each Reach 1 Reach Reach River Sta 1541 1487 l ..J(l8 1212 1087 89£ 612 7 67 728 6(15 396 247 154 81 24 •::on tr . Expai,. .l .3 .l . 3 .l 3 .l .3 .1 .1 .3 .1 .1 .1 . 3 .l .3 .1 . 3 .1 .3 .1 . 3 . 3 7 Tributary 1 -Revised Existing Conditions 9S 35 . (t3 l c 11 £ 12 12 47 . 9€ EE 189. 65 97 14 7 . 59 34 3€ -ls 4S -;q 3c = ~ 4{ 34 u: 0 c ~::;. Tributary 1 -Proposed Conditions HEC-RAS Plan: PropCond River: Tributary 1 Reach: Reach 1 Profile: 1% Reach River Sta Profile QTotal Min Ch El W.S. Elev CritW.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude #Chi (els) (ft) (ft) (ft) (ft) (Mt) (ft/s) (sq ft) (ft) Reach 1 1541 1% 182.00 296.00 299.86 299.95 0.006155 3.13 96.24 64.59 0.34 Reach 1 1487 1% 182.00 295.06 299.63 299.72 0.003142 2.61 99.76 75.13 0.28 Reach 1 1408 1% 182.00 295.68 299.32 298.84 299.38 0.008510 2.53 106.56 105.50 0.40 Reach 1 1212 1% 182.00 293.22 295.54 295.54 296.14 0.052365 6.19 29.42 25.37 1.01 Reach 1 1087 1% 182.00 290.04 292.74 292.83 0.006709 2.53 72.00 51.36 0.38 Reach 1 896 1% 293.00 287.75 292.19 292.29 0.001942 2.44 120.26 46.25 0.27 Reach 1 812 1% 293.00 287.36 292.17 288.92 292.24 0.000657 2.14 137.06 65.27 0.17 Reach 1 803 Culvert Reach 1 767 1% 293.00 287.26 292.01 292.11 0.000945 2.57 113.82 85.49 0.21 Reach 1 728 1% 293.00 287.20 292.04 292.06 0.000227 1.09 267.98 67.68 0.10 Reach 1 605 1% 293.00 287.57 291.12 291.12 291.89 0.034954 7.41 51.28 41.34 0.86 Reach 1 396 1% 293.00 286.02 290.08 290.15 0.005039 3.05 182.46 120.88 0.33 Reach 1 247 1% 293.00 284.71 288.27 288.12 288.93 0.038487 6.54 44.82 26.96 0.89 Reach 1 154 1% 293.00 284.52 287.97 288.04 0.004270 2.67 174.94 112.67 0.32 Reach 1 81 1% 293.00 284.17 287.11 287.11 287.55 0.055256 6.47 64.24 63.93 1.03 Reach 1 24 1% 293.00 282.84 285.92 285.64 286.24 0.020030 5.32 83.41 78.53 0.68 g c 0 ~ > Q) w Trib One to Unnamed Trib to White Creek Tributary 1 Reach 1 305 300 295 290 '"1 Plan: Proposed Conditions 7 /16/2008 .. ···· .. ····" .. ·· . .-· / / 280 -+-~~~~~-,-~~-r-~~-.,..-~~~~~--,~~~.----~~,--~~~~~~~~-,-~~-,-~~-.,..-~~~~~--,~~--, 0 200 400 600 800 1000 1200 1400 1600 Main Channel Distance (ft) Legend EG 1% ws 1% Grit 1% Ground Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 I .1 , 320 0 Legend 6 ------------·-······· EG 1% 315 ws 1% Ground g 310 • c Q Bank Sta -ro > Q) 305 w 300 295 0 100 200 300 400 500 Station (ft) Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 l o 1--J 310 . I Legend ·······---------····· 308 EG 1% 306 ws 1% g 304 Ground • c Bank Sta Q 302 -ro > Q) w 300 298 296 294 T--r-f 0 50 100 150 200 250 300 350 400 Station (ft) 312 310 308 306 g c 304 .Q -ro 302 > Q) w 300 298 296 294 315 310 g 305 c 0 ~ > Q) 300 w 295 290 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 .1 0 6 0 50 100 150 200 250 300 350 Station (ft) Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions IE-----1 -----1K 0""~1(c-----1 __ _..,. · I · \YI · 0 100 200 300 400 Station (ft) Legend --------··········· EG 1% ws 1% Ground • Bank Sta 400 7/16/2008 500 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 I 1 Legend 310 ------------------ EG 1% 305 WS1% g Ground • c Bank Sta 0 300 ~ > Q) UJ 295 290 0 50 100 150 200 250 300 350 Station (fl) Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 I -~ .1 _,f .05 .1 306 Legend 304 --------------------- EG 1% 302 WS1% 300 Crit 1% g 298 c Gro-und 0 296 . ~ > lneff Q) 294 • UJ Bank Sta 292 290 288 286 0 50 100 150 200 250 Station (fl) 306 304 302 300 g 298 c 0 296 ~ > Q) 294 UJ 292 290 288 286 306 304 302 300 g 298 c 0 296 -~ > Q) 294 UJ 292 290 288 286 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 0 50 100 150 200 Station (ft) 250 Legend EG 1% ws 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/1612008 ----.1 ---------.05 -----i---.1 0 50 100 150 200 Station (fl) 250 Legend EG 1% ws 1% Crit 1% Ground lneff • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/1612008 1 .05 .1 306 Legend 304 -----------------·-·- EG 1% 302 ws 1% 300 Grit 1% g 298 g c Ground c .Q 296 .Q iii iii > lneff > Q) 294 • Q) w w Bank Sta 292 290 288 286 r--r-r~.- 0 50 100 150 200 250 Station (ft) Trib One to Unnamed Ttib to White Creek Plan: Proposed Conditions 7/16/2008 -.1 ---> .05 '1 310 Legend ..................... EG 1% 305 ws 1% g 300 Ground • g c Bank Sta c 0 0 ~ ~ > > Q) 295 Q) w w 290 285 0 50 100 150 200 250 Station (ft) 304 302 300 298 296 294 292 290 288 286 315 310 305 300 295 290 285 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 ', 0 50 100 150 Station (ft) 200 250 Legend EG 1% ws 1% Ground lneff • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 '1 '1 0 Legend 6 --···········-------- EG 1% ws 1% Grit 1% Ground • Bank Sta 0 100 200 300 400 500 Station (ft) 315 310 305 g c 0 300 ·~ > QJ w 295 290 285 315 310 305 g 300 c .Q iii > 295 QJ w 290 285 280 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 ~ 0 100 200 1 ---.1 0 6 300 400 Station (ft) Legend --·--------·----·-··· EG 1% ws 1% Ground • Bank Sta 500 600 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 .1 .1------- Legend ----------------· EG 1% WS 1% Ground • Bank Sta 0 200 400 600 800 Station (ft) g c .Q iii > QJ w g c 0 ~ > QJ w 315 310 305 300 295 290 285 280 315 310 305 300 295 290 285 280 Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 1 .0 .1 Legend ----···············- EG 1% ws 1% Crit 1% Ground • Bank Sta 0 100 200 300 400 500 600 700 Station (ft) Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 __ , -.1 .1 0 6 0 200 400 600 800 Station (ft) 1000 Legend EG 1% ws 1% Crit 1% Ground • Bank Sta Trib One to Unnamed Trib to White Creek Plan: Proposed Conditions 7/16/2008 1--i .1 315 Legend 3101 6 .................. EG 1% ws 1% 305 g Crit 1% c 300 Ground 0 ·~ • > 295 Bank Sta QJ w 290 285 280 .-., ....---.---r---1 0 200 400 600 800 1000 Station (ft) HEC-R_Zl,S Version 3.1.3 Hay 2(•(·~ lJ .S. Army Corp of Engineers HjdrologlC Engineering Center f(•9 Second Street Davis, California x xxx:\;.::< x xxxz !.:.{XX x z ·' x1~:·:Y::·:xx xx:-~:< /. PP.tJJECT [1ATµ_ x xx xx >: Project Title: Tr1b 1)ne to Unnamed Trtb to White Creel: Project File Trib one.pr] Run [iate and Time: 6112/2(!(18 7 :13:52 PM Project in English units Project Description: /;-..... Floodplain P..nalys1s for Texas A&M University Student Housing Complex College Station, TX Tributary to White Creek KHA revision 06/ 13/2008 JCH Vertical Datum = NP..VD88 This purpose of this project is to complete a no-rise analysis for a proposed culvert crossing to serve phase II of 2B!B Place. This model will update previous models for this stream Existing conditions modeling per LOMR Lequest by Dodson and Associates, Inc . PLAN DATP. Plan Title: Proposed Conditions P !an f'i le k : \CIVIL\ 64 311009-Place _ 28 J 8\Hydro \HEC-RAS\ TRIBJ \Tr ib _one. p2 3 Geometry Title: Proposed Conditions Geometry fl le k: \CIVIL\ 64 311 009-P lace_ 2 8 1 8\Hydro\HEC-R~.S\ TRI B 1 \Tr ib one. g02 Existing Conditions Flows Flow Title Flow Fi le k: \CIVIL\ 64 311009-Place_ 28 J 8\Hydro\HEC-RAS\ TRIB 1 \ Tnb _one. f 03 Plan Summary Information: Number of : Cross Sections Culverts Bridges J5 Multiple Openings Inline Structures Lateral Structures Computational Information Water surface calculation tolerance Critical depth calculation tolerance Maximum number of iterations Maximum difference tolerance Flow tolerance factor Computation Options 0 . OJ 0 . 01 20 0 . O.OOJ Critical depth computed only where necessary Conveyance Calculation Method: P..t breaks in n ·.'alues onl" Friction Slope Method : lWerage Conveyance Computational Flow Regime : Subcr1tical F'lo·w FLOW DJl..TA Flow Title : Existing Conditions Flows Flow File Y..:\CIVIL\64311009-Place_2818\Hydro\HEC-R_l•.S\TRIB1\Tr1b cne f02 Flow Data (cfs) River Reach RS 50 2t) 0 . Tributary Reach J 541 70 107 182 342 Tributary Reach J 896 JJ2 172 293 555 Boundary Conditions Tributary 1 -Proposed Conditions JO J23 146 J 64 198 235 265 Piver Tributar Tri butar Tribu':.ar Tributar Tributar Tr ibutar Tribu·_ar Reach Reach Reach P.each Reach Reach Reach Reach Prof ile r;eom~tr Title : f-rci:;:Jse·: i::ondil.1 L5 Upstream Critical Critical Cr1t1cal Critical Cr1t1cal Cri tical Critical Geomet:r File r::\C!''IL 6~}11·:" ·-Pla(;e 2-.:-·1 ,H_;cirC\HEC-F_:._s'TPIEl Tr1b one.qr.1::. r:F:JSS SECT I ~fJ pr·ER: Tr1butar·· P.E.=-.cH: F-.eac:h 1 lfJPl_IT [1'?SC r ipr_ 1on : Station Elevat1c·n Sta Elev 0 31s.43 67.41 313 ·LC.: 100.72 308.35 134.52 3Ct6 .48 I SI . 21 304 168.01 302 179 39 301 .23 184.26 300.4S 187 .1 300.69 188.S3 300.S9 190.34 300.51 192.82 300.46 194.32 300.43 197.01 299.63 203.SI 298.31 209.77 296 219.85 298.87 26!.S9 299.9S 282.34 302 .4 312.0S 303.64 326.67 306.41 346.09 310.07 389.67 313.17 Manning's n Values [1at:a Ste. 13 . 6--l 70.64 102. 06 137 .52 IS3 .33 174 .82 179.5S 184 .45 187.22 188. 96 190. 76 193.56 194 .39 198 .39 203 .99 21 !. 67 245.79 261 . 94 293 . 64 314 .49 331 . 79 3 54 . 32 390. 97 Sta n Val Sta 0 . l 208 .68 Bank Sta: Left Right 208 .68 219 .85 RS : l S4 l num= Elev 314 .06 313 .28 31(1 306 303 . 17 301 . 54 301. 21 300. 4 6 300. 41 300.56 300.5 300. 4 5 300. 4 3 299.06 298 . ·15 2 96. 2 3 298 .03 300 303 .29 304 307 . 38 31 !. 05 313 .23 num= 115 Sta 33. 61 72 . 18 110.63 139.62 16--l. 58 178.84 183.6 184.77 187.49 189. 14 191.48 193.67 195. 06 198.84 205. I 7 212.5 2-17 . 86 2 62 . 4 8 294 .84 320. 02 335.14 357.63 405.73 n Val Sta .06 219.85 Elev 314 . 63 313. 13 3t)7 . 44 3,)4 . 4 3(12'.. 32 301.26 300 4-1 300.4£. 300. 4 3 300. 54 300.49 300.45 300. 4 2 298 .88 298 . 77 296 .3 298 .l 300. 11 303. 34 305 308 31 1.22 314 n Val .l Lengths : Left Channel 98 .77 53.99 Sta 46. 7 4 80. 67 118 . 62 14 4 . 35 1€€.' 178. gc 183.8 18E .28 187 .81 189.28 192 .05 193 .77 195.36 20(1. 2 206.34 213 .12 248 .56 276.77 i99.61 324 .2 344 .58 381 . 77 408 . 14 Right 35. 03 Elev 314 . 02 312 306 21 3(!3 . 95 302 .06 301. 25 300 . 4 4 300 . 74 300 .45 300 .53 300 . 47 300 .44 300.3 298 .33 299 . 09 296 .39 297 .96 301. 96 303 .38 306 309 . 81 312 .71 314 .1 Sta 47.26 91 . 12 120.9 150. 49 167. 2f 179.15 184 .08 186. S7 188 . 19 189 . 85 192. 7 193 . 87 196. 18 201 .56 206 .68 213 .21 248.8 278 .S8 307 .03 32 5 . 13 345.6 382 . 18 411. 53 Coeff Contr . .I CROSS SECTION OUTPUT Pcof ile HI E.G. Elev (ft) Ve! Head I ft) w.s . Elev ([ti Crit \.-J .S. (ftl E.G. Slope lfL/ftJ Q Total (cfsJ Top Width (ft) Ve! Total (fl/sl Max Chi Dpth lft) Con·1 . Total (cfsl Length Wtd . ft l M1n Ch El (ftl qpha F'rctn Loss f fl) C & E Loss \fll CROSS SECTIOll RIVER: Tributar:,· REACH: Peach 1 INPUT OescI"iption: Station Elevation Sta Ele1J 0 309.51 15.18 309.57 47.88 309.44 63. 82 309. 17 174 .43 302.55 191 .45 298 .3 206.3 298.8 Data SL a .7 39. 42 52. 26 65 .7 176.9 194. 71 206.69 299.95 .09 299.86 .006155 182. 00 6·1 . 59 l 89 J .86 2319.9 55.53 29E . l 0 . 64 .24 i"l ,l)(l RS : 1-l 87 num= Elev 309.51 309.68 309.37 309. 14 302.49 298.87 298.84 Element Wt . n-Val. Reach Len. {ft) Flow Area (sq ft) .n.rea (sq ft) Flow (cfs) Top ~~idth ((t/ Avg . ·.tel ft/s/ Hydr. Depth (ft 1 Conv. (cfsl Wetted Per . ft Sheat 11b. sq ft St ream PoHer r lb1 tt s} Cum ·.rolume <acre-f:J Cum sr. (acresl 80 Sta 2 .1 39. 78 54 . 37 66. 11 178. 46 204 .87 207.31 El ev 309.52 309. 68 309. 33 309. 13 301 . 74 2 98 . 66 298 .9 Sta 3.58 40.24 62. 03 66. 43 187. 16 205.57 207. 81 Elev 309.52 309.57 309 . 2 309. 13 297 . 54 2 98 . 7 3 298.95 Left OB 0 . 100 98. 77 13.25 13 .2S 15 .69 12.26 I. 18 I. 06 2no . o 12 . 93 l . 39 1•. 47 0 . 34 1·1• 34 Sta 13. 48 44 . 61 63.08 67 . 67 188.75 205 85 208 .57 Elev 314 308. 53 308 304. 09 302.04 301 . 24 300.4S 300.72 300. 61 300.51 300.46 300.44 299. 96 297. 77 2 99. 7 4 296.42 298 302 302.78 306. 15 310 312. 74 314. 32 Ex pan. .3 Channel 0.060 S3.99 29. 50 29. so 92.27 11.1' 3 .13 .64 1176. I 14 4 4 o. 78 . 4 6 ,14 I 07 Elev 309 .57 309.S 309 . 18 309 .11 297 .82 298 .76 299 .03 Tributary 1 -Proposed Conditions [·o-..mstream Normal Normal Normal Normal Normal llormal Normdl Right OB 0. 100 35.03 53 .49 53 . 49 7..J . (14 -11 .1., 1. 3~ . 3(1 94 3 . ~ 41 . 34 ·1 . 51 .d 0. (1 (1 .(1 (•.(• (!. (1 1).1.1 l).1.1 (t 1.l (•9 . 99. 23. 99 -; 4 5. 0 97. 53. 95. •) 02 . ~ 9~·. 91 . € 3(11 . 1)";. 1:• 3,:13 .• :11 24. 91 3(•5. :s C3 . 91. l l. 2€.. g: 4(•. 39 99. 99. 97. 96. 9-3 . •)l. (•3 . Mcr:ning 's n '/alues num= 18. C7 29.93 47.57 60. 7 3 l 4. 36 293 315.0b 33(1. 33 359. 9E Sta ··e1 Sta n 'Jal Sta .1 ~4:.4-.r'f 263 .87 ,(1 4 223.53 . <1 2 230 4 .59 250.41 .35 262.6€ . 94 277. 4)""' 3(12 299. 304 318.8 :;i:•C .88 334 .1 31 (• 3C4. r. "al .l 299. B 299.4 296.46 298 . l)l }1)(1. 55 3(12 3(14 . 4 5 30'7 . 62 31 tJ . 31 3 . l . l. 9 . i . E=cr.~: St:a: Left Pi-;ihr .:.. -l'.Z . 4 · .:..".·~. - Length::::: Left Channel Ri~ht .\2.3€ /~:.}/ 1 1€.l~ Coe ff r_:c1·,:r . .l E.G. Ele·· 1fi: ''-=l head ft 1 '·' c: El~v 1ft1 Cri i: i>J . 5 . ! ft l E.G. Slor.:e (ft/fu Q Total (cfs! Tcµ ~'iidth ( fti Vel Total ( ft/s\ Max Chl C1pth lftl Conv . Total ,cfs) Length Wtd. (ft Min Ch El lft) Alpha Frctn Loss (tt) C &. E Loss tftJ 2 99. 7 ~ .•)1).)14:;: 182. 1)0 75. 1 j .is2 4. c,' 3247.0 66.68 295.06 l. 74 0 .32 0. 01 Element :·It . n-Va 1. Reach Len . f ft Flow Area (Sq ft1 Area {sq ft) Flow (cf sl Top Width (ft1 .n.vg . Vel. (ft/si Hydr. [•ep th I ft) Conv. lcfs) Wet ted Per (fti Shear I lb/sq ft) Stream Power {lb/f t s) Cum Volume (acre-ft) Cum s.n. I acres) Warning: Divided flow computed for this cross-section . Left ·)E '.l· ... :• 4:.3< 39. ! - 3;;. 1- 2i:-.. 59 4- o . ., 3 o. C.2 510 _I) 48 .53 0 . 16 (1 . l 2 (1 . 28 0 .27 90 - 9i . 9€.- 96 . (! (11 c, 1)2 . (1-l c, ,_._,.;_,. -Si . 1- 5,. 3. 5~ . 32 15~ -l 3 21 . .j1) . El . 73 .719 .4 22 .57 0 .51 l. 32 .39 l . 05 Pi;iht ·:B •'.l llLL '.'ll (I _ 4 3 0 . 3i 17. 5 6 . 03 l). 1)7 o. 03 0 . 03 0 . 05 Warning: The conveyance ratio {upstream conveyance divided by downstream conveyance) is less than 0 .7 or greater than 1.4. This may ind i cate the need for additional cross sections . CROSS SECTION RIVER: Tributary REACH : Reach l INPUT Description : Station Elevation Data Sta 70. 55 138.49 160.2f 215. 65 232.25 24 4. 66 323.25 Elev 306.52 3(17 . 82 303. 98 297. 94 298.59 298.26 298. 94 305.5B Sta 61 .16 7(1 _ 74 140.34 173.62 221 62 235 75 248.98 323.61 Manning's n Values Sta n Val Sta 0 .l 221 .62 Bank Sta: Left Right 221 .02 248 .98 RS o 1408 num= Elev 307.77 307 .8 302.42 298 .4 2 99. 2 2 297.23 299. 19 305.62 num= 39 Sta 65. 28 70.93 142. 66 200. 02 2 30. 54 240.98 270.89 358.74 n Val Sta .06 248.98 Elev 307.86 307.77 300. 48 298 .52 298 .5 295.68 300 4 6 309. 08 n Va l .l Lengths : Left Channel 152 .58 196.18 Sta 68 .79 89 . 8 150. 38 203 . 18 2 31. 05 244.26 320. 79 363.74 Right 4..,. 96 Elev 307 . 93 307 . 33 297 .6 298 . 54 298.5 298 .95 305 . 34 309 . 35 Sta 69 .67 135 .77 156 .62 214 . 94 231.43 244 . 34 322.3 Coeff Contr . .l CROSS SECTI•)N •._;IJTPIJT Profile Ul E.G. Elev (ftJ Vel Head (ft w.s. Elev lfU Crit~·JS . ~rt E.G. Slope ft ft, Q Total (cfs' Top \-Jidth 1 ft_) "el Total 'ft sl MaY. Chl [pth fl '""on-.•. Total 1i:fs Len~1h \\ltd . rft Min Ch El !f·t) .:..lpha Frctn Loss ft C;. E Less ftl 299 .38 0 . t)6 299 .JL 298 .84 (1 . 00851 (' l 82. (lt1 1 OS . SC· 1. i 1 ~ .C4 l 9-2. 9 18<1 6' 295 6E' l 35 3 . 19 t),05 Element \-Jt . n-Val. Reach Len. I rt Flow ;._rea lsq ft} .>;rea (sq ft) Flow lcfs) Top 1-Jidth i ft) J..vg . I/el. 1ft/s Hydr . Depth ft Conv . (cfs Wetted Per. (ft1 Shear tlb/sq f~I Stream Pov1er (lb.lft s) Cum Volume acre-ft Cum s.r.. iaC"resJ Left 0:18 !} . 1,)0 l 52. SS ,2. -'12 .42 q5. 94 "5 .. , ; 1. 32 tJ. 95 l 1 4l'. (! J. 50 0 . E7 0. 21 Elev J07. 8 7 306. 2£ 297. 81 298. 51 298 .5 298 95 305. 4 9 Expan. .3 Channel 0. 1)60 l 96 1 ~ 33.99 33 99 ?:6 OJ 27 .36 •. 51 l. 24 332 . 5 L 9 } 0 (l. f;2 l . 57 Right OB 0 . 100 47 . 96 0 . 15 \\. 1 $ . (13 2 . zc: (. 22 (.(I~ (' 4 .29 ()_(q . 01 (1 _ 03 tJ.f.-l Tributary 1-Proposed Conditions t·Jarn1ng : The ·;elocit_; head has changed by more than 0.5 ft (0.15 m). Th1s may indicate the need for additional cross sections . warning: The conveyance ratio 1upstream conveyance d1v1ded by downstream conveyance\ is less t han 0 .7 or greater rhan 1.4. This may indicate the need for additional cross sections. Warning : The energy loss vias greater than l 0 ft 10 . 3 ml . betVIeen the current and previous cross section. This may indicate the need for additional c ross sections. CROSS SECTION RIVER: Tributary RE.".CH' Reach l INPUT ['escr1ption : Station Elevation [1ata Sta Elev Sta 311.·H '3 .& RS ' 1212 num= Elev 31 (1 . 96 11€ 34 ~(J£.38 11?.94 30&.2-; 205 .~c ~03 .6~ 19 297 49 245 .-:1 29-L41 24C:.:'.9 294 ~c Hann1n-;i 's ·, \.'alues r.um= 31 73 . 9€. 5(•. 2(1 . - : 1 ' I ;_ (_ . l 35 . i: Sta. .. al s::.a n \'ai St.a '.'al .l . 1 ::-Li':-. ·)C 2 -c.. 11 Bani· 5::.a : Left Pigh::. ~engt:hs : Left Cha.r1nel Ri;_Iht :_3-i 15 ::{.11 ~-J . 12·L 6C-1-::~:.-.:~ CROSS SEr..:r1.::N •)l.1TPl_IT ProfJle Pl E.G. Elev (ft Vel Head 1ft) W.S Ele'J (ft 1 r::r it \\I s (ft J E.G. Slope lft/ftJ Q Total \cfs) Top Width (ft1 Vel Total {ft/sl Max Chl Dpth (ft) Conv. Total (cfs) Length Vltd . (ft J Min Ch El I ftJ Alpha rrctn Loss (ft ) Cf. E Loss (ft ) 29€ 14 l• 59 Z95. 54 295 54 1) 052385 182.QO 25.37 6.19 2. 32 795.2 124 .66 293 22 . 00 .81 0 . 15 Element Wt . n-Val. Reach Len. ! ft i flow .?l.rea \sq ft Area {sq ft I Flow (cfs) Top Width (ft ) Avg. Vel. (ft/sJ H:_;dr. Depth (ft) Conv. (cfs) Wetted Per. (ft ) Shear I lb/ sq ft J Stream Power (lb/ ft s) Cum Vo lume (acre-ft) Cum SP.. (acres) lei/ 5. £ .d il li St 14 .4 .1 Left OB 93 .72 0 10 0 . 07 El v 3(!(. 3(1::, 295 294 . 295. 3(13 2 3 Channel ll . 06•J 124 .66 29 . 42 29 . 42 182 .0Q 25 .37 6 . 19 I 16 795.2 25.31 3 . 7 3 23.06 2.16 0 . 89 Right •jB 189.65 . Q3 . 04 Tributary 1 -Proposed Conditions Vlarning: The energy equati on could not be balanced within t he specified number o f iterat ions. The program used cri tical depth for the water surface and continued on with the calculations. Warning: The convefance ratio (upstr eam conveyance divided by dNmstream conveyance) is less than 0 7 o r greater than 1.4. This may indicate the need for additional c ross sections . Warning: The energy loss was greater t han 1.0 ft (0.3 ml . between the curr ent and previous cross section . This may indicate the need for additional cr oss sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came bac~: belo~·1 cri tical depth. This indicates that there is not a valid subcritical answer . The program defaulted to critical depth CROSS SECT I ON RIVER: Tributary REACH : Reach 1 INPUT Description : Station Elevation Sta Elev 0 310 257 290 0<1 Manning 's n Values Sta n Val 0 .I Data Sta 120 264 RS o 1087 num= Elev 304 291 num= Sta n Val 166 . 06 10 Sta 166 280 Sta ~20 Elev 300 295 n Val .I Sta 196 320 Bank Sta: Left_ 166 Right 320 Lengths : Left Channel Fight 194.17 190 97 147 59 CROSS SECTION Ql_lTPIJT Profile ffl E .G. El>?v (ft) · . .-el Head (f~_J ~·/.S Elev 1fL) Cr1t \·JS lf l ) E.G. Slope \ft/ft) C To Lal \cfs ~ Top l'lidth f ft I '."el Total 1 ft/sl Max Chl Df-''-h (ft) Conv Total ~(s) Leng th i·ltd. I f t I Min Ch El !ft .~lpha frctn Loss (ftl c f. E Loss (ft ) 292 83 0 10 29Z . 7 4 (1 ,006709 182 .00 51 . 38 2 .53 2 70 222Z 0 190.97 290. 04 I 00 0 .55 00 Element Wt . n-Val Reach Len. 1 ft l flov: .ll.rea 1 sq ft .r..rea (sq ft~ Flow {cfs ) Top Width ~ft) Avg . Ve! (ft/s) Hydr . Depth •ftJ Conv . \cfs / ~·ietted Per . ft) Shear (lb/sq ft ) Stream Power (lb/ft s) Cum Volume lacre-ft) Cum SA (acr es J Elev 295 300 Sta 202 331 Coeff Contr. .1 Left 08 18-1 1 7 0 . 10 0 .07 Elev 294 302 Expan. 3 Channel 0 .060 190.97 :2.00 1 2.0f) 182.QO 51. 38 2.53 . 40 2222 .Q 51.76 0 . 58 I . 47 2 .02 0 . 78 Right OB 1-17 . 59 0 . 03 . 04 Warning : The conveyance r atio (upstream conveyance divided by dovmstream conveyance) i s less than O 7 or greater than 1 4 . This may i ndicate the need for additional cross sections. CPOSS SECTION F<l":'EP : Tri butar~/ RE.r..cH : Reach 1 INPUT Description : Station Elevatior1 r.·ata St<:! St 3(tj, II l:: S· ~ ·:., ! 3 num= Ele\· II S a lev '"' 6 . 2 i I :.::: • SJ S a l - El '.::91 i (.' : ,-, 1 . : C; ~-• --l Manning 's r. '·/aL.lE~ r.um~ '' \'o l St~ .I Bank Sta: Lef; pi "Jht 1~7 E.G. Elev (ft V'=l Head (ft: VJ.S . Elev (ft, Crit ~·J.S . \ft) E.G Slope ((t_ ft~ Q Total (cfs) Top i'11dth (ft} Vel Total (ft/s' Max Chi Dpth (ft] Conv. Total {cfs) Length \•-ltd . (ft) Min Ch El (ft l Jdpha Frctn Loss (ft; C l. E Loss lft) ··a.1 ,·_ ~- n Val I Len·;i-th:=:: Lefi: ~_:t,an1.el 34 i_i •.I c~ 2 9::::. 1.:i 4 6 . 25 2 . 44 4 44 664d .2 34 . 0•) 281.75 l .tjt) 04 . 01 Element V)t . n-V.;d Reac:h Len ·.ft Flow Area !sq ft· ;...rea 1sq ft1 Flow (cfs) Top t'llidth (ftl .n.vg. Vel . \ft/s Hydr . Depth ! ft l Conv. (cfs) Wetted Per . !ft) Shear (lb/sq ft, Stream Power 'lb1ft s) Cum Volume (acr-e-ft) Cum SA (acres) Coe f i ·_:or, tr n .11.:i !j . 07 E.-:pan 3--l . 1:11"1 12(1• 2 (. L:.•• : t.· 29::;. 1)(1 --l f 25 44 . 60 u:-48 2 4 7. 4 I (1• 31 IJ . 7 5 60 (!. 51 P.ight ·:ie. (l _ 03 04 Warning : The conveyance ratio (upstream conveyance d1v1ded by downstream conveyance) is less than 0 .7 or greater than 1 .4 This may indicate the need fo r additional c ross sections. CROSS SECT I ON RIVER: Tributary l REP.CH: Reach 1 INPUT Description: Station Elevation Data Sta Elev Sta 0 304.29 34 122 287 36 139.64 194 298.35 220 Manning 's n Values RS ' 812 num= Elev 300.29 287 36 302 . 7?. num= Sta n Val Sta n Val 0 . I 88 05 12 Sta 88 144 Sta 174 El ev 297 . 72 287 .36 n Val .I Sta 102 160 Bank Sta : Left 88 Ineffective Flow Right 174 Lengths : Left Channel Right 45 Sta L Sta R 0 119 148 220 num"" Elev Permanent F F CROSS SECT I ON OUTPUT Profile ff 1 E.G. Elev (ftl •:el Head lftl t·l .S Elev {ftJ Crit W.S. (ft) E.G. Slope (ftiftJ Q Total \cfs) Top \·Hdth (ft) '.'el Total (ft. s Max Chl Dpth 1ft1 Corn Total lcfs1 Length Wtd. (ftl Min Ch El (ftJ .L..lpha Frctn Loss (ft) c l. E Loss (ft) CULVERT RtVER: Tributary REJ!..CH : Reach l INPUT Description: Distance from Upstream XS 292 . 2..J 0 . 07 292 . l 'I 288.92 0 .000657 293. 1)0 65 .27 . 14 . ti l 11429.4 45. !)Q 267.36 l . Qr) RS ' 803 Deck/Roadway Width 35 45 45 Element V-1t . n-Val Reach Len (r t I Flow .l\rea (sq ft) .t\r-ea (sq ft ) Flow {cf sJ Top \-Jidth lft' .r..-1g. Vel . (ft/s) H:,;dr . Depth ;ft Conv. {cf sl 1.-Jetted Per !ftl Shear (lb/sq ftl Stream Power lb/ft s' Cum Volume {acre-ft 1 Cum SF. (acresl Elev 291 290 Sta 112 174 Coeff Contr. . 3 Left 1JB .jj. U•.1 (•. 10 (1 . 1)i Elev 29!) 2%.3 Ex pan .5 Channel 0. 050 4 S. UL' 131 . Of :::2•). 08 293 I)!) c.s . 21 , l c] ·I., 3 I I 429 4 29. l f !) 19 0.41 . 4 .::. (I 52 Right OB ..j::,. l!U (I (13 •J .(14 Tributary 1-Proposed Conditions Weir Coefficient 2 .£ tJi::stream Ded:/Foadwaj Coordinates r.um= Sta H1 Cord Lo Cord Sta Hi Cord Lo Cord Upstream Bridge Cress Sect1or1 ~ata Statior, Elevation (•at.:i num= 12 Sta Elev S::.a Ele·.1 Sta Elev C· 3(11.J .:iS· 34 3(l(•.29 122 287 :;c: 1:9.C.4 2:;;-.~c 00 29-..• 144 2;7 36 !9l 298 .35 Mannina's n ·:alues ~t.::. '.'al .! num= Sta n './al Sta Jll 6-:::rJ: St~: Lefi p 1 ;fr,:: Coe ff Contr . ' lni::ffect:.i ·:e F'lo>·: r.um= Sta L sra P 119 14 -~ 2 2(+ i::le·J Permanent [1ownstream [1ecl:t Road·,.;aj" Coordinates num= n Val .I Ezpar,. Sta H1 Cord LG Cord 0 304 .4 280 Sta Hi Cord Lo Cord 227 )(12. 96 280 Downstream Bridge Cross Section Data Station Elevation Data num= Sta Elev Sta Elev S ta 0 301 .58 32 298 04 72 128 287 .26 131 288 .39 161 Manning's n Values Sta n Val I num= Sta n Val 32 . 05 Sta 161 Ban~: Sta : Left 32 Ineffective Flm·J Right 161 Coeff Contr. .3 Sta L Sta R (! 105 129 201 num= Elev Permanent F Elev 289. 11 296. 44 n Val .1 Expan. .5 Sta Elev 1(16 287 .26 21)1 302 9( St 11 I c Sta 121 E e Elev 287 .26 Upstream Embankment side slope Downstream Embantment side slope horiz to vertical horiz. to 1 .0 vertical Maximum allowable submergence for weir flow Elevation at which wei r flow begins Energy head used in spillway design Spillway height used in design Weir crest shape Number o f Culverts Culvert Name Shape Rise Span Culvert ffl Box 5 10 FHWA Chart ff 8 -flared wingwalls FHWA Scale H 1 -W1ngwal l flared 30 to 75 deg. Solution Criteria = Highest U.S . EG .95 Broad Crested Culvert Upstrm Dist Length Top n Bottom n Depth Blocked Entrance Loss Coef 5 35 .013 .013 5 Number of Barrels = 1Jpstream Elevation Centerline Stations Sta. Sta 127 139 Do1,.-ms t ream E 1 eva t ion Centerline Stations Sta Sta . 111 12 3 287 .36 287 .26 CLIL'/EPT 1)UTPUT Profile ii! Culv Group: Culvert ffl Cul·· Gt oup cfs fl Barrels Q Barrel lcfs E .G. US. (ft) W c:: LIS . (ft) E G. OS ff t J \·/. s. [15 (f t l Delta EG lftl Delta ws (ftl E.G. IC lf t) E.G. OC lft l Culvert Control Culv \·JS Inlet (ft1 Culv \·JS Outlet (ft) Culv Nml Depth (ft\ Culv Crt Depth (ft) CROSS SECTION 293 . 1.1(1 14€ 5(1 292 24 292. l 7 292. 11 292 1)1 0 .1:; 0 .16 290.35 292.24 Out let 292 01 292. 01 .92 .88 CuL1 Full Len 1 ft• Cul\. ·,/el us I ft s; Cul'! '.'el DS lft s Culv Inv El Up 1 ft I Cul v Inv El Dn (ft) Culv Frc tn Ls f1_1 Culv E::ut Loss ft) Culv Entr Loss (ft:l Q ~·lei r (cf s) We1r Sta Lf t (ft! \'leir Sta Rgt (ft) Weir Submerg \<Jeir Max Depth (ft) l·leir Avg Depth (ft) i"Jeir Flo1,.-1 Area (sq ft) !1in El Weir Flow rft ) i:. ) . IJ~ ze-.3c 2S7 26 303 . 74 Tributary 1 -Proposed Conditions Exit Loss Coef 1 PI'."Efl.: Tril::utar·: RE.1·.CH: Reach 1 IN Pl.IT [escription: Station Elevat1cL [·a::.a :1L1m= ~ta Ele·· 3•)1. 0' -~\. :, ..j Manr1ir.g '::: r, "a! u.;::5 1,um= Sta ·'a 1 .1 '/a 1 Bar,k Si:~: Left P1 'Jht 1.: 1 Len~::hs : Left Channel Ir.t5ff.::-::ti· ~ F'Jo·.-· :ium= El.::·· F.:-r:r,:in2nt CR·j~S SECTI·jtJ (1IJTPPT f-'i:of l lE: :! l E.G. Elev lft, '/el He-aJ ift w.s. Elev (fti Crit i'J.S . (fti E.G. Slope (ft/ft) Q Total (cfs) Top Width {ft) Vel Total {ft'si Max Chl Dpth (ft 1 Conv . Total (cfs) Length ~Jtd . (ft) Min Ch El (ft) Alpha E'rctn Loss (ft) c & E Loss (ftl :92 11 •.' liJ 29?. 01 (1 . l)Q(1945 293 00 8 5. 4 9 2.57 4 7 5 9529 .l 39.00 287.26 1 00 0 02 IJ . 04 :,.; :;9 Element o·it . 1,-·.Jal . Reach Len. \ft 1 flow Area ~sq ft ,ti..rea (sq ft) flow (cfs) Top Width (ft) .r\vg. Vel. (ft/si Hydr. Depth (ftl Conv. (cfsJ VJetted Per. (ft) Shear (lb/sq ft' Stream Power (lb/ft sl Cum Volume (acre-ft) Cum SA (acres) El Sta C::E:ff ~..:ontr. Le :t ·:s 0 . 10 0 ' 07 r..:hannel 39 <)(1 113 82 29(1 47 293 . (!(I 85. 4 9 .57 4 . 74 9529 . 1 24 .07 0 .28 t)' 7?. 1. 20 o. 44 0 . 03 I). 04 VJarning: The conveyance ratio (upstream conveyance divided by downstream conveyance) 15 less than 0.7 or greater than 1 4 . This may indicate the need for additional cross sections. CROSS SECT ION RIVER: Tributary REACH: Reach 1 INPUT Description: Station Elevation Data Sta Elev Sta 0 308.27 33 130 287 .2 164 224 302.71 RS ' 728 num= Elev 299.88 287 2 num= Manning 's n Values Sta n Val Sta n Val 0 . I 93 05 11 Sta 59 170 Sta 170 Elev 297 92 293 05 n Val .1 Sta Elev 93 295 .65 185 294 Sta Elev 107 289 .54 222 297 67 Bank Sta: Left 93 Right 170 Lengths: Left Channel 48 .8 122 56 Right 4£. 34 Coeff Contr. .1 Expan . .3 CROSS SECTION OUTPUT Profile Ul E.G. Elev (ft) Vel Head (ft) \·J .S . Elev i ft) crit ~ .. 1.s (ftl E.G. Slope (ft, ft Q Total (cfs) Top ~·Jidlh (ft) '/el Total (ft/s, i-lax Chl Dµth \fti Cor1·1. Tota 1 •.cf s Len:ith t'td. (ft I Min Ch El {ft) Alpha E'rctn Loss \ft J C & E Loss (fti 292 .06 0 . 02 292 (14 0.(!1)(1227 293. 1)(1 ~"7 68 1. 1)9 .j 8-1 1:1~35 . (! 1lq.3"7 287.:ZO l .00 •). 09 1). 07 Element \Vt . n-Val Reach Len . (ft l Flo\v .D•.rea (sq ft l J..rea (sq ft) Flo\·1 lcfs) Top Width {ft) .r...vg Vel ft s Hydr . Depth ft Canv. 1cfs} :·ietted Per. ft Shear 'lb/sq ft l Stream Power 1 lb/ fl sl Cum Volume lacre-fU Cum s.n. (acres) Left .jE -ts . ao I). If I). V Channel t)' 05(1 122 58 LC 7 . 9''.'.I :::6'. 9:3 293 . 1)1) 67 . Cl:! 1 . (\0 j . 9" 194 35 . (' 10 . 29 o. ns o. o.::: (). 95 0.38 Ri-;iht OB I). (13 1_1.•)4 Tributary 1 -Proposed Conditions Warning: The velocity head has changed by more than 0 5 ft (0 .15 m). This may indicate the need for additional cross sections Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater tt1an 1 .4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Tributary REACH : Reach 1 RS ' 605 INP!_IT Des er ipt ion: Station Elevation [•.ott.ot Sta Ele·.: 3(14 .} 1('.4 295 . •':" 11:. 12 5 .~l 2S9 :E iz: 2€5.73 29~.31 Mar.r:ir1?' :5 r. \ialu~~ :;:;.a r1 .,.a 1 Bani: Sta: Left 1(16 .: .l Fi ?ht !ZS num= Ele•1 -: ... c.-113. 29··, (15 213.- :;: 0.:. ~ l }•'.•::. ~ ~·:·[. Sl ~l·S .:;: .~:.51 ~9-~ Sta 1::: s . .£ El 4. \-'al l ~eni;i·:h3 : Le:: t_ :anr:.~l 2 (; 1'1 ~! Sta . 4 9 -3. 4 4 •:. 22 . 'l El 9€ 89. 94 12 . Sta l (• . ?2 1 5 .€ 2€ . 43 34 . -4 ~ E c.., Coeff Ccr,1~r . .1 C?OSS SECTI•)N •Ji.17E-.'7 Frof.ilc "l E.G. El-:'1 ([t Vel Head 'ft ~1.S Elev (fti Crit \\1 S (fti E.G. Slope (fr:./ft Q Tor:.al icf::;; Top Width (ft· Vel Total (ft's~ Max Ch! Dpth (ft Conv. Total (cfs1 Length Wtd. (ft) Min Ch El I ft) Alpha frctn Loss (ft) C & E Loss (ft) IJ. ~ E 291 . 12 291. 12 (•3-195<1 41 . 34 5. 71 3.55 1S67.2 141 95 2:37 . 57 l . 51 1 . 50 0 . 21 ElE!HBl'it ~·It . n-'./a 1 Pea::h Len. ! ft Flo'.·J .r..rea •sq ft .r..r-ea (sq ft F'lo'>v ic:i's1 Top Width (ft/ !-.vg Vel. {ft/s) H1dr. Depth (fti Conv . (cfsi Wetted Per . (ftl Shear {lb/sq ft / Stream Power !lb/ft s) Cum Volume (acre-ftl Cum S.ll. {acres) Left ·)E 0 . 1(1 0 . 1)7 El 9(. {•" 3.:i:. 9 E;.:pan. .3 •). 1)6(• 35. 19 15.24 7 H . 31 1394 3 17 39 4. 42 32.70 0.52 0. 26 R i f,t 1A: .l•)•.• c.. 53 . (1~. -. 02 ::,:, (. l (! .2 . 01 (1• 62 172.9 26 .13 l . 34 2 .70 I). 02 0 . 02 Tributary 1 -Proposed Conditions Warning: The energy equation could not be balanced within the specified number of iterations . The progra1n selected the water surface that had the least amount of error between computed and assumed values . Warning: The velocit'/ head has changed by more than 0 .5 ft (fJ .1 5 ml This may indicate the need for additional cross sections . Warning: The conveyance ratio !upstream conveyance divided by downstream conveyance) is less than 0 7 or greater than 1.4. This may indicate the need for additional c ross sections. VJarn1ng: The energy loss was greater than l .(1 ft (0.3 m). between the current and previous cross section. This may indicate the need for-additional cross sections Warning: During the standard step iter-at1ons, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there i s 11ot a valid subcri t1cal answer . The program defaulted to c~itical depth CROSS SECTION RIVER: Tributary l REACH : Reach 1 INPUT Descripti on: Station Elevation Sta Elev 0 304 05 161.38 290.77 199.14 286.7 200.94 290 01 255 .35 288.07 268.48 288.19 275 .65 288.28 292 .84 294 .l S01 . 5,1 31)7. 7: 582 .83 312.67 Manning 's n \'alues Sta n ·1al .1 [1ata Sta 58. 4 8 162.33 199. 74 206. l 256. 16 269.04 285. 02 :297.35 c.2 3. 12 Sta Bank 21-a: L~tt Ri,:ih~ 275 65 ..:.91 3.S RS : 396 num= Elev 299.52 290.66 289 .2 289.77 ;, 88. (17 288 2 86. 02 297 6[ 31)8 92 11 IJal . (if 46 Sta 91 . 37 167 .53 199. 87 232 .46 257 04 270.28 286 . .;J 298 . n 529. 2 3 Sta 291 .35 Elev 297 .43 290 04 289 .73 289 . 21 2 8 8 . 08 287 .98 287 . 81 298 . J: 309 OS n Val .l Len9ths : Left Channel 16 .H 143 .·12 Sta 134 . 82 l 77 . 51 200 .27 24 3 . 52 264 .91 270 .44 290 .82 !I £2 . o~ 553 .P P1 :'.)ht l . 93 Elev 293 53 289. 94 289 99 287 288.15 287.95 293.81 304.62 309. 64 Sta 142 .02 197 .39 200 .34 255 .36 267 74 270 .86 291 .35 ..j 65 . 19 525 . 4 4 C:oe ff Contr-. .l CR')SS SECTJi)[J ,-,r_lTFl.lT Pr 1lle Hl E G. Elev lftl '.·'el Head (ft l \·l . S Elev ( [t Crit W.S . (fl1 E.G. Slope (ft/fti Q Total (cfs) Top l'lldth lftl Ve! Total \ ft/sJ Max Chl Dpth lftl Conv. Total lcfs) Length Wtd . {ft ) Min Ch El l ftl Alpha frctn Loss (fli C i E Loss (ft) 290 15 I). 07 290 . 1'12 l). 1j(15(139 293 .00 12t) 88 .61 06 41 27 . 7 l 05. 60 286.02 l 68 l . 15 () 06 Element i·Jt. n-Val ~ Peach Len 1 ft 1 flow .t..rea !sq ft) .:i..rea (sq ft 1 Flow (cfs) Top \·lldth (f t' lwg. Ve l. (ft/sl Hydr Deplh ([t) Conv . (cfs ) Wetted Per. (ft) Shear (lb/sq ft) Stream Power (lb/ft s) Cum Volume (acre-ft) Cum Sf\. (acres) Left <)B O.l(ll) 16 . 4 6 14 8 74 148 . 74 190. 13 108 . 46 .28 l. 37 2678 .5 111 .50 0 . 42 .54 .06 0 .04 El ev 293.06 286 . 97 290.04 288.06 288 .18 287 .98 293 88 304 . 88 312 . 56 Expan .J Channel (!. 061) 148 . 42 33 . 71 33 .71 102 . 87 12 . 42 3 .05 .71 14 4 9. 2 14 . 74 0 . 72 .20 0 .36 0 . 19 F1ght OB l. 93 00 0 00 Tributary 1 -Proposed Conditions i'1arn1ng: The velocit:; head has changed by more than (: 5 f ': :;•.iS m· Th:s maj indicate the need for additional cross sections. i·Jarn1ng: The conveyance ratio (upstri:am conveyanc-= d1v1ded 0·1 dov1r,streom co1:;e:,.tance·· 1s less than (•.7 or ~reater than 1 .4. This may indicate the r.eed for add1t1c~-.al ~~ro55 sec:t1or,5 Warning: The energy loss was greater than 1.0 ft :0.3 m bet~een the :·urrent and ~re~1ous cress section . This ma· indicate the need for add1t1onal cross sect1cns. CF-JSS SECTION BI~ER: Tr1but~r1 1 FF.:..cH: Beach 1 !NH.I':' [.escr1~tion : ~tat1~1, Elevat1cn [·at;: num= Sta Ele·; St3 Elev ;; •.a ..3 ta ; c. 1 It: ::_ 91 .::. , l ·11 . .:,5 ~-!(' lC-5 .•:01 .c..91 13 !.£-: c.-~c:l.(19 lC:'.: :2:~.39 1-: •:•~ ::_:...., -1 :"".'-:: . .: l::·s .11 ::::.' 1.:.. 1:-::. 13 :-e-:.11 is:.:.s.2 2::7.lE> i~--;c .:.::.cs. 2(14_ 22• ... 1 29(• . .Jl :::25 :.:t. 2S'!).8( z51 _-:;9 292 92 2t:--l .54 °-cq 2-:::.- 26€.19 292.71 ?.C.C..5 29?..8 2£.8 .1 C 293.24 :<:.::.: c.~. 2''-_. ·i:.t. 27l.C:7 293.84 291.21 297 .58 291 .~-; 297 .65 293.'1 ~~-,. 529. 5:J..:..:.l4 ::.u(l .75:1 5-:,:•.9$ _:.•.i-.ol '..1~-'-"'.'":J j(JS:.•J'..J 0::::.11 -;.J C:·S.:.. 656 .63 312.€..J Manning 's n Values num= Sta n Val Sta n Val .1 165.01 .06 3 Sta 220.l n Val .I Ban~: Sta : Left ! 65. OJ Right 220 . I Lengths: Left Channel 24 .93 93 58 Right I . 47 CROSS SECTION OUTPUT Profile ff l E.G. Elev (ft) Vel Head (ft) w.s. Elev (ft) Crit W.S . (ft) E.G. Slope (ft/ft) Q Total (cfs) Top Width (ft) Vel Total I ft/sJ Max Chl Dpth lft) Conv. Total (cfs) Length Wtd. (ft) Min Ch El I ftl Alpha Frctn Loss (ft) C & E Loss (ftl 288.93 0.66 288.27 288.12 0 .038487 293. 00 26.96 6.54 .56 1493.5 74 03 284 . 71 1. 00 .71 0 . 18 Element Wt . n-Val . Reach Len. (ft) Flow .n.rea (sq ftl P..rea (sq ft) Flo1-1 (cf sl Top ~Hdth (ft J P•.vg . Vel. (ft/SI Hydr. Depth 'ft) Conv. (cfs) Wetted Per. (ft Shear (lb/sq ft) Stream Power {lb/ft s) Cum Volume (acre-ft) Cum SA (acres) Coeff Contr .I Left OB 24 .93 1). 03 0. 02 E1ev ,, 1 ." >= ,,. c '·''. 15 ?92 . 94 _,(•4 51 .: l~. 5-i Expan . .3 Channel 0.060 93 .58 4 4 . 82 44 .82 293 .00 26 .96 6.54 I. 66 1493 . 5 28 .72 3 .75 24 51 0 .22 0 13 Pight OB 1. 4 7 0 .00 0.00 Warning : The velocity head has changed by more than O 5 ft t0 .15 ml . This 1nay indicate the need for add1t1onal cross sections . Warning : The conveyance ratio (upstream conveyance divided by downstream co11veyance) is less than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections. CROSS SECTION RIVER: Tributary 1 RE.ll..CH: Reach 1 INPUT Description: Station Elevation Sta Elev 0 304 04 172 .91 293.22 189.Bil 291.19 226 .87 287.12 251 . :~7 286. 78 2"0 .42 286.19 3·Li.7il 292.-13 3€-1).•)3 293.-;1 369 15 293 .15 390 .79 297 .73 699 33 309 2' Data Sta 29.57 I b I. 51 192 .6 229 .< 2 52 . 68 2'9.€6 341.39 364 .73 371. 11 62 8. 5 i -2, 94 RS : I 54 num= Elev 301 . 74 292 7 288 .73 286 35 287 . 12 286 16 292 .51 29-1 03 29il . (11 30-1 41 309. 68 Manning's n Values num:o 54 Sta '33. 4 183.41 196.94 229 67 254.l 280 . 41 343 . 48 }65. le 382 21 E33 . 1 752 Elev 298 64 292 . 58 284 .85 286 .27 287 06 286 .14 292 78 293 .41 296 . 11 304. 8 312,5 Sta l l::i . 09 l)j.J.61::' .:.(h_l . 93 ~35 . -It 2C:•_I . .JS 2S9 . 2 to 3.J i:. 90 3£.5 . 51 324 . BJ e,.71.95 757.23 Sta n '/al Sta n Val Sta n Val .I 0 .l 225.63 .06 252 .68 Bank Sta : Left Right Lengths : Left Channel Flight 1 . 47 225 .63 252.68 CROSS SECTION OUTPUT Profile fll E.G. Elev (ft) Vel Head (ft) W.S. Elev (ft) Cr l t \.'J . S. (ft l E.G. Slope lft/ftl 288 .04 . 07 287 .97 .004270 27.36 72.28 Element Wt . n-Val . Reach Len . {ft) Flow Area (sq ftl P..rea (sq ft I Ele1.: 95.E7 ':J~ :i~ BC. '19 8·1 52 66.84 85 92 9.!: .. ~ 92 9'i 9€ f. l o~. sr::- 12. 65 Sta 11t'.43 lt:<J .'::'':J :.2 5. €3 25(1 . 12 -05_ 2 :J(1 . 49 :· 52. -- 315·~·. ::,9r1 .-::;: 096. C0eff Contr . .1 Left OB 0 . 100 27 .36 43 . 46 4 3 . 4 6 Elev 295 .66 d~L L·l Z87 12 ~ ':':}6 . 54 286.66 "-:l5. g.;:. 2 9:!.. 97 91 . 71 .H19 21 Expan. 3 Channel 0 . 060 72 .28 58 . 4 8 58. 4 8 Right OB 0 . JOO 1.47 72.99 -2.99 Tributary 1 -Proposed Conditions Reach " " .! Reach 1:• 0 ! Reach .1 Reach .3 Reach Cul ·;ert Reach ' Feach l Peach ~·)= ·- Reach :;9c: Feach ::.: ~ - Peach E~ 1 P'=aCJ-1 cl I ?Each l : ~ '