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Flood Plain -Floodway Determination For a Portion of Carter's Creek & Carter's Grove Prepared for: PAYLESS CASHWAYS (FURROWS) A Resubdivision of Lot 1, Haivey Road East Subdivision Richard Carter League -Abstract No. 8 College Station, Brazos County, Texas Prepared by: Municipal Development Group 203 Holleman Drive East College Station, Texas 77840 Page 1 1 1 2 Appendix "A" Appendix "B" Appendix "C" Appendix "D" Appendix "E" Appendix "F" Appendix "G" Appendix "G-1" Appendix "H" Appendix "I" Appendix "J" Table Of Contents Description Project Location Project Description Project Objective Summary Project Location & Vicinity Map Site Plan Grading, Drainage & Erosion Control Plan Topographic Map FEMA Flood Plain Map Carter's Grove Tributary Cross-Sections (Current Conditions) Carter's Grove Tributary Cross-Sections (Proposed Encroachments) Carter's Grove Flood Plain I Floodway Map Carter's Grove Water Surf ace Profiles (Current Conditions) Carter's Creek Water Surf ace Profiles (Existing Conditions) Carter's Creek Tributary Water Surface Profile (Per Modifications This Report) TOC-1 Page Appendix "K" Appendix "L" Appendix "M" Appendix "N" Table Of Contents (Continued) Description HEC-2 Floodway Analysis For Carter's Creek (Current FEMA) HEC-2 Floodway Analysis For Carter's Creek (As Per Modifications This Study) HEC-2 Flood Plain Analyses For Carter's Grove Tributary (Current FEMA) HEC-2 Floodway Analyses For Carter's Grove Tributary TOC-2 Flood Plain -Floodway Determination For A Portion Of Carter's Grove Tributary To Carter's Creek Associated With A Resubdivision Of Lot 1, Harvey Road East Subdivision Richard Carter League -Abstract No. 8 College Station, Brazos County, Texas Location Of Project: The subject project lies near the northeast corner of the intersection of Texas State Highway No. 6 East Bypass and Texas State Highway No. 30 commonly known as Harvey Road (See Appendix "A" Project Location & Vicinity Map and Appendix "B" Site flan). Same project lies on the southwest side of Carter's Creek and is partially located in the Carter's Creek 100-year flood plain fringe. A tributary of Carter's Creek which extends into the Carter's Grove Addition crosses the southeastern boundary of the project. Upon intersection with the northwest side of Texas State Highway No. 30 the Carter's Grove tributary meets it's confluence with Carter's Creek approximately 1500 feet downstream from the subject project. Project Description: The project consists of the placement of compacted "fill" within the fringes of the above mentioned flood plains. Installation of pavement and the construction of a 40' x 250' "T" canopy structure and a 24' x 350' commodity storage building are included in this phase of the project(See Appendix "C" Grading, Drainage & Erosion Control Plan). Also included is the construction of an "on-site" detention facility to control the excess stormwater run- off subsequent to the completion of the project. Computations for same detention facility are by Municipal Development Group under separate cover and are available to City staff upon request. Study Objective: The main ofbjective of this report and included data is to establish recreate a base model of Carter's Grove Tributary to Carter's Creek which is consistant with the FEMA flood plain maps for same area and to establish the floodway along that reach of same Carter's Grove Tributary to Carter's Creek from the upstream side of Texas State Highway No. 30 and extending upstream to the location where same Carter's Grove Tributary crosses under the east frontage road of Texas State Highway No. 6 East By-pass. Page 1 Due to the location of the subject project as indicated above it is necessary to first establish a computer base model utilizing HEC-2 to determine the limits of the the present 100-year flood plain and floodway limits for Carter's Creek in the vicinity of the project. Secondly, the limits of the 100-year flood plain and floodway for the Carter's Grove tributary will also be determined by employing same HEC-2 modelling methods. Once the "models" for Carter's Creek and the Carter's Grove tibutary have been compiled modifications to the basin associated with the construction of the subject property will be "input" in to the base model to determine the effects of the proposed construction upon the Carter's Creek & Carter's Grove tributary 100 -year flood plains and floodways. FEMA cross-sections for Carter's Creek may be refered in Appendix "E". These cross- sections were taken from previous flood study reports as prepared by the U.S. Army Corps of Engineers and Turner Collie & Braden. Modified cross-sections for Carter's Creek and Carter's Grove tributary are located in Appendix "E-1" and Appendix "F" respectively. The modifications refered to the proposed construction and the associated "fill" to be placed therewith. Actual "on-the-ground" cross-sections were acquired for this study in the vicinity of the subject project with previous data being taken from the above referenced previously prepared flood studies. The current Flood Insurance Study for Brazos County and Incorporated Areas was used to acquire present peak flood discharge rates at specific cross-section locations with Wolf Pen Creek -Carter's Creek confluence being a "known" reference point from which to start the computations and simulations contained herein. Modelling of Carter's Creek starts at the confluece with Wolf Pen Creek (Carter's Creek River Mile 10.56) and proceeds upstream past Texas State Highway No. 30 (Carter's Creek River Mile 11.88) and ends at Carter's Creek River Mile 12.37. Carter's Grove tributary is modelled from it's confluence with Carter's Creek at Carter's Creek River Mile 11.98 and runs upstream to Carter's Grove tributary River Mile 0.560. Included within the above mentioned models are the complete drainage structures at Texas State Highway No. 6 East Bypass and the drainage structure at Texas State Highway No. 30. Summary: Upon completion of the Carter's Creek model, a water surface elevation for the 100-year storm was determined at the upstream side of Texas State Highway No. 30 (Carter's Creek River Mile 11.91). This same elevation (256.31) was used as the starting water surface elevation for subsequent 100-year water surface analyses associated with the Carter's Grove Tributary to Carter's Creek. At present, officially only a 100-year flood plain has been established by FEMA for the Carter's Grove Tributary to Carter's Creek. No specific cross-sections, water surface elevations or floodway deliniations are presented for same Carter's Grove Tributary to Carter's Creek as part of the FEMA maps for same Page2 Carter's Grove Tributary area. Appendix "M" presents data which models the existing conditions within the Carter's Grove Tributary with Appendix "N" establishing floodway limits for same Carter's Grove Tributary. The subject floodway for Carter's Grove Tributary was determined by locating the existing channel banks along the study reach and "setting" these points as boundaries for the proposed proposed floodway, thus making the over-bank areas "ineffective" in the floodway computations. Target elevations were tested at each cross-section along the study reach of Carter's Grove and tested to determine if the one foot (1 ') rise in water surface had been reached or exceeded. Based on upstream development within the Carter's Creek Tributary being fairly complete, . ultimate basin development conditions are assumed to have occured, therefore the floodway established represents the ultimate floodway for same study reach. In conclusion, over-bank areas within the study reach may be filled to desired levels without significately effecting the flow characteristics of the study reach of Carter's Creek Tributary or Carter's Creek flood plain or floodway limits. Page3 Appendix "A" Project Location & Vicinit.y Mav Appendix "A" :t \ "-. h V£ '-....,"'-"" ~ "'~ 'l l: .. c " \ 2 VIC INITY MAP Appendix "B" Site Plan Appendix "B" Appendix "E" FEMA Flood Plain Map Appendix "E" " •, ' ' ZONE X -NATIONAL FLOOD INSURANCE PROGRAM FIRM FLOOD INSURANCE RATE MAP BRAZOS COUNTY , TEXAS AND INCORPORATED AREAS PANEL 142 OF 250 (SEE MAP INDEX F OR PANELS NOT PAINTED) CONTAINS : COMMUNITY NUMBER PANEL SUFFIX BRYAN. CITY OF 4800 82 0142 COLLEGE STATION . CITY Of 480083 0142 UNINCORPORATED AREAS 481195 01 42 Noti ce to Use r: The MAP NUMBER shown belo w should be used when placing map orde1s ; the COMMUNITY NUMBER shown above sh~uld be used on insurance applications for the subject community . MAP NUMBER 48041C0142 C EFFECTIVE DATE: JULY 2, 1992 Federal Emergency Management Agency Appendix "F" Carter's Grove Tributary Cross-Sections (Current Conditions) Appendix ''F' Cross Section Section 1 255 ,,.,--..... ~ 4-i ___.... ~ 250 0 • r-1 ~ cd 245 pi. Q) r--1 ~ 240 235'---~___.~~~~~_._~~_._~~-'--~--'~~~~~-'-~---' 500 1 000 1 500 2000 2500 3000 3500 4000 4500 . 5000 Offset (ft) Cross Section Section 2 258 ,.,--...__ +) t.j.-j 256 '-...._/ ~ 0 254 • r--1 +) cd ~ 252 Q) l"'""""""i ~ 250 248L--~~~..__~~~-'--~~~_,__~~~___._~~~-'-~~~ 600 800 1000 1200 1400 1600 . 1800 Offset (ft) Cross Section Section 3 258 ,.--...._ +.J ~ ,,_..... ~ 256 0 . ,.....; +.J ro 254 ::> Q) r--i ~ 252 250'--~~_._~~~~~~~~~~~~~~~~~~~~ 800 900 1 000 11 00 1 200 1 300 1 400 1500 Off set (ft) Cross Section Section 4 260 ,.-._ +.) c+-i 258 ......_,,, ~ 0 256 • r-1 +.) cU P> Q) 254 ,..--i ~ 252 250'--~~~~~~~~~~~~~~~~~~~-'-~~-L-~___, 1000 1050 11 00 11 50 1200 1250 1300 1350 1400 1450 1500 Offset (ft) Cross Section Section 5 260 ,.--...... +.) 4--i 258 ~ ~ 0 256 • r--1 +.) ro ~ Q) 254 r--1 ~ 252 250'--~~~~'--~~~~..__~~~~_,__~_._~~~~-'-~__. 1 000 1050 1100 1150 1200 1 250 1300 1350 1400 1450 1500 Off se.t (ft) J , 1"\ Cross Section Section 6 260 ,,--....... +:> c.+--1 258 '-....-../ ~ 0 256 • r--i +:> cd p. Q) 254 r--1 ~ 252 250L--~~~~-'--~_._~~~~~~~-'--~_._~~~~----L-~----' 1000 1 050 1100 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 7 260 ,,-....... ..+--) c+-i 258 ...._,.., ~ 0 256 • ,...-! ..+--) cd P> 254 Q) r--i µ::i 252 250.__~__._~~,__~~~~~~~~~~~~~~~~~~~ 1 000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 8 260 ,.-._ ...+-) tH 258 '---"" ~ 0 256 • l"'"'"'i ...+-) cd p. Q) 254 r--t ~ 252 250L--~~~~-L--~_,_~~-'--~_._~~_._~_._~~__.__~_._~__. 1 000 1050 11 00 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 9 260 ,,.--..... +:> c+-i 258 '-"' ~ 0 256 • r--1 +:> ro ~ 254 Q) ~ ~ 252 250.__~_,_~~_._~_,_~~-'-~--''-"--~__._~~-'--~_,_~~_.__~__. 1000 1050 1100 1150 1200 1250 1300 1350 1400 1450 1500 Off set (ft) Cross Section Section 10 260 ,.-._ +> t+--1 258 '-...._/ ~ 0 256 • r--1 +> (\) P> Q) 254 r---1 ~ 252 250L--~~~~~~~-1-~~~~~~~-L-~~~-L-~~~-' 1000 1100 1200 1300 1400 1500 1600 Offset (ft) Appendix "G" Carter's Grove Tributary Cross-Sections With Proposed Encroachments Appendix "G" Cross Section Section 1 255 ,,,.,--.... ..+-) c+-t .....__,... ~ 250 0 • r--1 ..+-) cd 245 > Q) r---i ~ 240 235~~~~~~~~~~~~~~~~~~~~~_,_~~ 500 1 000 1500 2000 2500 3000 3500 4000 4500 5000 Offset (ft) Cross Secti on Section 2 258 ,.--...._ +..:> c+--l 256 ..._.,,, ~ 0 254 ·~ +..:> ro p. Q) 252 ,...--; µ::i 250 248 '--~~~~~~~~~~~~~~~~~~__._~~~__. 600 800 1000 1200 1400 1600 1800 Off set (ft) I ' ~· Cross Section Section 3 258 ,,,--...... ...+-) c+--l ........_,,, ~ 256 0 . ,..-; ...+-) ro 254 P> Q) r--i ~ 252 250~~~~~~~~~~~~~~~~~~~~~~~~ 800 900 1 000 11 00 1 200 1300 1400 1 500 . Off set (ft) ' . . Cross Secti on Section 4 260 ~ ...+-) c+-t 258 .........._., ~ 0 256 ·~ ...+-) ro >- Q) 254 r--1 ~ 252 250.__~_._~~~~~~~~~~~~~~~--~~~~~~ 1000 1 050 11 00 11 50 1200 1250 1300 1350 1 400 1450 1 500 Offset (ft) Cross Section Section 5 260 ~ +.) 4--1 258 ...._,,. ~ 0 256 • r--l +.) (1j P> 254 Q) r---1 ~ 252 250~~~~~~~~~~~~~~~~~~~__.~~_._~__. 1 000 1 050 11 00 1150 1 200 1250 1300 1350 1 400 1 450 1500 Off set (ft) . •' Cross Section Section 6 260 ,,.--...... ..+-) ~ 258 "-.-/ ~ 0 256 . ,......., ..+-) m ~ Q) 254 r---i ~ 252 250.__~_._~~~~~~~~~~~~~~~~~~~~~~ 1 000 1 050 11 00 1150 1 200 1 250 1 300 1 350 1400 1450 1 500 Off set (ft) Cross Section Section 7 260 ,,--..... ~ c.+--l 258 ___...... ~ 0 256 • r--l ~ cd P> 254 Q) ~ ~ 252 250'--~-'-~~_.__~____._~~~~_._~~_,_~-----'-~~-L--~--i.~--' 1 000 1 050 11 00 1150 1 200 1250 1300 1350 1 400 1450 1500 Off set (ft) Cross Section Section 8 260 ,,,--...... ...+...:> ~ 258 ....__.... ~ 0 256 • ......-! ...+...:> ro P> 254 Q) ,.......... ~ 252 250.__~-L-~---J'--~_._~~~~_._~~~~-L-~__._~~_.___~_. 1 000 1 050 11 00 1150 1 200 1250 1300 1350 1400 1450 1 500 Off set (ft) Cross Section Section 9 260 ~ ~ ~ 258 '--""' ~ 0 256 • r-1 ~ cd p. Cl) 254 ~ ~ 252 250'--~--'-~---'-~~_._~_._~~_.___~_,_~~'--~-L-~~~~ 1 000 1050 11 00 1150 1 200 1250 1 300 1 350 1400 1450 1500 Off set (ft) ' . . Cross Section Section 10 260 ,,,,--...... +l 14-; 258 .....__... ~ 0 256 • r""""i +l ro P> 254 Q) r---1 ~ 252 2501.--~~~L--~~---'~~~__.~~~---'~~~--L~~~--' 1000 1100 1200 1300 1400 1500 1600 Offset (ft) I • M Appendix "G-1" Carter's Grove Flood Plain /Floodway Map Appendix "G-1" Appendix "H" Appendix "H" Carter's Grove Water Surface Profiles (Current Conditions) 260 .00 255 .00 -~ 250 .00 -c 0 :;:: 0 > ~ 245.00 240 .00 235 .00 / , / , 0 Carter's Grove Tributary To Carter's Creek-100 Yr. Water Surface Profile (Existing Conditions) v .I / / , / , / , / ~ 200 400 600 800 1000 Channel Reach (In Feet) Ex istinglOO-Yr. Water Surface Profile ---Flowline Of Channel (Invert) 1200 260 .00 255.00 -~ 250.00 -c 0 :;: 0 > ~ 245.00 240.00 235.00 - / ,,. 0 Carter's Grove Tributary To Carter's Creek-100 Yr. Water Surface Profile (With Channel Encroachments) "" / ~ .......-, --......- / v / v / , / , / , 200 400 600 800 1000 Channel Reach (In Feet) ---ExistinglOO-Yr . Water Surface Profile ---Flowline Of Channel (Invert) 1200 Appendix "I" Appe ndix "I" Carter's Creek Water Surface Profiles (Existing Conditions) Existing Carter's Creek 100-Year Water Surface Profile 260 - ---i---255 -----~ --250 --........ 1...--' .... -"iii 1...--' .... -E -.,,.,.., .,,.,.., c 245 0 :;::: i----_.. 0 > Cl> ,. i..-' w I 240 ' ~ ' I ---' j --I i....---I ~ --.. ~ --235 - 230 0 l 000 2000 3000 4000 6000 7000 8000 9000 lOOCO Channel Reach (In Feet) ---Flowline Of Channel (Invert) Existing 100-Year Water Surface Profile Appendix "J" Carter's Creek Tributary Water Suiface Profiles (As Per Proposed Modifications This Report) Appendix "J " Existing Carter's Creek 100-Year Water Surface Profile With Over-Bank Modifications 260.00 255.00 ---~ ......--l..--..... i-- 250 .00 __.. ~ --"iii I/ -E -I/ .,,.,... c 245 .00 0 ~ '--..... - ~,....- 0 > Cl> ~,,. .,,,, w I 240 .00 , -ii ---' •' ~-I _ ..... --I 235 .00 --II ~ -- 230 .00 0 .00 l 000.00 2000.00 3000.00 4000.00 5CXXl.OO 6000 .00 7000 .00 8000.00 9000.00 l 0000 .00 Channel Reach (In Feet) ---Flowline Of Channel (Invert) Existing 100-Year Water Surface Profile Appendix "K" HEC-2 Floodway Analysis For Carter's Creek (Current FEMA) Appendix "K" , !****************************************************** 1 * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM-PC-XT VERSION * RUN DATE 10 /02/94 TIME 06:18:59 * * * * * ****************************************************** x x x x x x xxxxxxx x x x 10 /02/9 4 06:18:59 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,05,06 MODIFICATION -50 ,51,52,53,54 ,55,56 IBM-PC-XT VERSION ************************************************** c x x x xxxxxxx x x xx xx x x xxxxxxx Tl HYDRAULIC ANALYSIS OF CARTER 'S CREEK AND TRIBUTARIES T2 FLOOWAY DETERMINATION -SEPTEMBER, 1994 T3 METHOD 4 Jl !CHECK INQ NINV !DIR STRT METRIC xxxxx x x x x xxxxx x x x xxxxx HVINS Q xxxxx x x x xxxxx x x xxxxxxx *************************************** * U .S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET, SUITE D * * DAVIS, CALIFORNIA 95616 * * (916) 440-2105 (FTS ) 448-2105 * *************************************** PAGE 1 THIS RUN EXECUTED 10 /02/94 06:18:59 WSEL FQ ' 1 0. 6. 0. 0. .000000 .0 0 . 0 0 . 2 46.250 .000 J2 NPROF !PLOT PRFVS XSECV XSECH FN 1.000 .000 -1.000 .000 .000 .000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT QT ET NC 200.000 38.000 6.000 13800.000 .000 .000 .080 .080 53.000 19250.000 .000 . 060 54.000 4.000 .000 2 1 800.000 .000 .100 36830.000 .000 . 300 ALL DC .000 .000 21800.000 .000 .000 IBW .000 .000 21800.000 -10.400 .000 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION Xl GR GR GR GR GR GR GR 10.560 32.000 3085.000 3175.000 400.000 400.000 400.000 Xl GR GR GR GR GR GR GR GR GR GR GR 260 .000 248.000 242.000 233.500 238.000 250.000 258.000 10.890 264.000 254.000 250.000 238.000 246.000 248.000 252.000 252.000 248.000 246.000 264 .0 00 10 /02/9 4 Xl GR GR 10.990 264.000 256.000 1000.000 1890 .000 2675.000 3124.000 4070.000 4435.000 4690.000 51.000 1000.000 1260.000 1840.000 2375.000 2650.000 3795 .000 4510.000 4870.000 5595.000 5820.000 6290.000 06:18:59 29.000 1000.000 2300.000 256.000 246.000 244.000 234.000 238.000 252.000 260.000 2350.000 262.000 252.000 252.000 236.500 244.000 254.000 252.000 250.000 250.000 248.000 .000 3180.000 262.000 250.000 1100.000 1930.000 2810.000 3125.000 4095.000 4475.000 4750.000 2430.000 1035.000 1315.000 1865.000 2376.000 3250.000 3940.000 4525.000 4960.000 5620.000 5960.000 .000 3250 .000 1065.000 2500.000 254.000 244 .000 244.000 246.000 240 .000 254.000 .000 975 .000 260 .000 252 .000 252 .000 236 .500 244.000 256.000 254.000 248.000 250.000 248.000 .000 550.000 260 .000 248.000 1175.000 1975 .000 3085 .000 3150.000 4100.000 4520 .000 .000 1300.000 1095.000 1400.000 1940.000 2414.000 3280.000 4000.000 4550.000 5200 .000 5770.000 6075.000 .000 55 0 .000 1210.000 2810.000 248.000 244.000 234.000 244.000 244.000 256.000 .000 1750 .000 258 .000 250.000 250.000 238.000 244.000 256.000 256.000 246 .000 244.000 250.000 .000 55 0.000 258 .000 248 .000 CHNIM I TRACE .000 .000 .000 .000 .000 .000 1480 .000 2295.000 3105.000 3175.000 4155.000 4540.000 .000 .000 1115 .000 1540 .000 2020.000 2415.000 3670.000 4280 .000 4660.000 5410 .000 5780 .000 6160.000 .000 .000 1310.000 3180.000 .000 .000 .000 .000 .000 .000 248.000 242.000 233.500 244.000 246.000 258.000 .000 .000 256.000 250.000 248 .000 246.000 246.000 254.000 256.000 246.000 244.000 252.000 .000 .000 256.000 240.000 .000 .000 .000 .000 1725.000 2380.000 3106.000 4040.000 4335.000 4560.000 .000 .000 1170 .000 1560 .000 2350.000 2430 .000 3730. 000 4370.000 4750.000 5470.000 5810.000 6230.000 .000 PAGE .0 00 1520.000 3210.000 2 GR GR GR GR Xl GR GR GR GR GR GR NC Xl GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR GR QT ET Xl GR GR GR GR GR GR NC 237.500 246.000 256.000 262.000 11.130 264 .000 248.000 248 .000 244.000 254.000 260.000 .085 11.330 264.000 254.000 250.000 256.000 11. 560 266.000 240.150 250.000 252.000 262.000 11.660 270.000 254.000 250.000 258.000 266.000 6.000 .000 11.820 270.000 258.000 264.000 240.300 250.000 268.000 .085 3212.000 3595.000 4750.000 5340.000 28.000 1000.000 1565.000 1620.000 2490.000 3090.000 3645.000 .085 20.000 1000.000 1261.000 1937.000 2658.000 23 .000 1000.000 1480.000 2694.000 3085.000 3940.000 23.000 1000.000 1712.000 2309.000 4068.000 4826.000 11040.000 .000 27.000 1000.000 2263.000 2913.000 3710.000 5047 .000 6245.000 .085 237.500 246.000 2 58 .000 260.000 1565.000 262.000 240.000 248.000 246.000 256.000 262.000 .060 1870.000 262.000 252.000 250.000 258.000 1185.000 264.000 250.000 252.000 254.000 264.000 1797.000 268.000 250.000 250.000 260.000 268.000 15530.000 .000 3700.000 266.000 260.000 250.000 240 .300 250.000 270.000 .060 3233.000 4320.000 4775.000 5530.000 1620.000 1045.000 157 0.000 2020.000 2500.000 3150.000 3665.000 .100 1937 .000 1061 .000 1309.000 2000.000 2821.000 1481 .000 1069.000 1481.000 2760 .000 3151 .000 4043.000 2227.000 1100.000 1797.000 3536 .000 4184.000 5323.000 17720.000 .000 3752.000 1102.000 2482.000 3019.000 3742.000 5202.000 6361.000 .300 240.000 248.000 260.000 262.000 300.000 260.000 238.000 246.000 248.000 258.000 264.000 .3 00 800.000 260.000 250.000 250.000 260.000 700.000 260.000 250.000 254.000 256.000 266.000 450.000 266.000 240.200 252.000 262.000 270.000 29070.000 .000 700.000 262.000 258.000 250 .000 250.000 256.000 .000 .500 3235.000 4505.000 4875.000 5565 .000 550.000 1140 .000 1572 . 000 2345.000 2790.000 3320.000 3830.000 .000 500.000 1142.000 1870.000 2523.000 2942.000 550.000 1130. 000 1657.000 2811.000 3265.000 4575.000 550.000 1236.000 1980.000 3618.000 4400.000 5617.000 17720.000 .000 650 .000 1214 .000 2615.000 3265.000 3752.000 5293.000 .000 .000 246.000 252.000 260.000 264.000 700 .000 252.000 238 .000 246.000 250.000 258.000 .000 .000 1100 .000 258.000 239.500 252.000 262.000 1175 .000 250 .0 00 248 .0 00 254 .000 258 .000 .000 550.000 264.000 240.200 254.000 262.000 .000 17720.000 -10.400 850.000 260.000 258.000 250.000 250.000 260 .000 .000 .000 3250.000 4600 .000 5010.000 5640.000 .000 1330.000 1608.000 2430.000 2930 .000 3450.000 .000 .000 .000 1179 .000 1875.000 2555 .000 3610.000 .ODO 1185.000 1878.000 2923.000 3441 .000 .ODO .ODO 1392 .000 2220.000 3753.000 4586.000 .ODO .000 .ODO .000 1357 .000 2806 .000 3537 .000 3903.000 5386.000 .ODO .DOD 246.000 252.000 262.000 .ODO .ODO 250.000 240.000 244.000 252 .000 260.000 .ODO .000 .DOD 256.000 239.500 254.000 264.000 .ODO 240.150 248.000 252.000 260.000 .000 .ODO 260.000 250.000 256.000 264.000 .ODO .ODO .ODO .ODO 260.000 260.000 250.000 250.000 266.000 .ODO .000 3570.000 4660.000 5085.000 .ODO .ODO 1415.000 1610. ODO 2440 .000 3000.000 3495.000 .ODO .ODO .ODO 1221.000 1932.000 2601.000 3904.000 .ODO 1440.000 2640.000 2986 .000 3812.000 .ODO .DOD 1553.000 2227 .000 4018.000 4665.000 .ODO .ODO .ODO .ODO 2200.000 2852.000 3700.000 4349.000 6162.000 .000 .ODO 1 10/02/94 06:18:59 Xl GR GR GR GR GR GR GR GR Xl X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR Xl BT BT BT BT BT BT CARTERS CREEK MAIN CHANNEL BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 11.880 38.000 122.000 1933.000 300.000 300.000 259.430 .000 256 .140 122.000 252.570 233.000 253.120 248.600 249.610 250.970 251.340 243.700 250.620 11.890 10.000 259.430 247.380 253.120 249.180 248.830 249.520 250.520 247.730 242 .350 236.520 236.520 242.120 247.620 250.340 244.040 244.040 244.040 248.500 262.390 11.891 -89.000 .000 .000 .000 .000 .000 263.000 903.000 1277.000 1800.000 1933.000 2214.000 2480.000 91.000 .000 .000 239.900 263.000 676.000 1056.000 1268.000 1434.000 1842.000 1871.800 1896.700 1914.500 1946.700 1957.500 2092.000 2210.100 2230.400 2241.000 2298.000 2696.000 .000 80.380 238 .000 246.000 263.000 468.000 790.000 252.400 248.830 250.530 251.110 250.740 241.170 251.050 122.000 .000 257.260 247.380 252.880 250.310 250.830 249.610 250.080 247.420 241.800 236.520 240.300 242.120 247.920 249.810 244.040 244.040 244.040 249.360 .000 .000 257.260 256.420 256.380 256.290 254.850 252.300 364.000 1056.000 1360.000 1839.000 1998.000 2231.000 2500.000 2480.000 .000 80.380 240.000 297.000 790.000 1068.000 1277.000 1534 .000 1848.400 1873.200 1896.800 1921.700 1946.800 1971. 500 2138.000 2219.900 2230.500 2242.000 2422.000 .000 .000 257 .260 247 .380 253 .350 253.120 251.140 250 .310 251.140 250.830 250.750 247.730 250.670 246.230 262.390 65.000 .000 256.110 247.380 252.400 250.710 248.590 250.360 250.730 247.420 241 .800 236.320 240.300 242.120 247.920 249.780 244.040 244.040 244.040 250.620 .000 1.000 122.000 239.900 246.100 297.000 521.000 830.000 468.000 1068.000 1380.000 1842 .000 2064 .000 2242 .000 2696 .000 65.000 .000 122.000 246 .000 364.000 830.000 1083.000 1345.000 1734.000 1848 .500 1873 .300 1 898 .200 1921.800 1948.200 1971.600 2140.000 2220.000 2231. 500 2242.100 2480.000 .000 1.000 257 .040 256 .410 256.380 256.110 254.460 252.000 300.000 247.380 249.180 248.590 250.080 239.250 249.810 248.500 .000 65.000 .000 252.570 247.380 251.140 248.600 248.490 250.530 250.970 247.220 239.420 236.320 240.820 242.120 250.740 248.800 244.040 244.040 244.040 251.050 .000 1.000 256.140 247.380 247.380 252.880 250.640 250.710 .000 238.000 676.000 1083.000 1534.000 1879.000 2138.000 2298.000 .000 .000 254.670 233.000 246.100 468 .000 903.000 1108. 000 1360 .000 1800.000 1861.000 1878.500 1898.300 1923.200 1948.300 1998.000 2202.000 2221.000 2231.600 2252.000 2500.000 .000 .000 233.000 240.000 248.000 364.000 676.000 903.000 .000 247.380 250.710 248.340 250.730 237.980 248.800 249.360 .000 .000 254.950 247.380 247.380 250.640 248.670 248.340 250.750 251.110 242.350 237 .620 235.620 240.820 245.220 250.670 245.400 244.040 244.040 246 .640 255.780 .000 .000 256.450 256.410 256.370 255.620 253.220 251.460 PAGE .000 248 .000 830.000 1145.000 1734.000 1910.000 2202.000 2422.000 .000 .000 .000 238.000 248.000 521.000 927.000 1145 .000 1380.000 1839 .000 1871.700 1888.500 1908.500 1923.300 1956 .500 2064 .000 2210 .000 2221.100 2240.900 2252 .100 2581.800 .000 .000 252.570 253 .350 247.380 252 .400 249.180 248 .600 3 1 BT BT BT BT BT BT BT BT BT BT BT BT BT .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 10/02/94 BT BT BT BT BT BT BT BT BT BT BT Xl X2 Xl X3 Xl GR GR GR GR GR GR GR GR GR .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 11.900 .000 11.9 0 1 10.000 11 .910 257.600 252.930 251 .070 248 .980 250.800 250.250 248.000 250 .000 251.980 927.000 1083.000 1268.00 0 1360.000 1534.000 1839.000 1848.500 1871 .800 1878.5 00 1896.800 1908.500 1921.800 1946.700 06:18:59 1948.3 00 1 971.50 0 206 4.000 2140 .000 2210.100 222 1.000 2230.500 2240.900 2242.100 2298.000 2 5 00.000 .000 .000 .000 .000 50.000 .000 455.000 715.000 1331.000 2027.000 2162.000 2535 .000 3200.000 3575.000 251 .280 250.790 250.780 250.810 251.810 254.610 254.670 254.810 254 .85 0 254 .960 255 .030 255.020 254 .980 254.980 254.950 254.800 254.720 254.650 254.640 254.630 254.670 254.680 254.930 255.760 .000 .000 .000 .000 1900.000 256.250 248.190 250.300 249.790 248 .420 249.540 248.000 251.000 252.000 248.640 248 .590 249 .520 250 .330 250 .080 251.110 251.020 242.350 25 1 .020 236.520 251. 020 240 .300 251.020 2 51 .020 251.020 250 .67 0 249.780 252.340 244.040 244.040 252.340 252.340 248.500 2 51 .0 50 .000 .000 .000 .000 2106.000 107.000 461.000 870.000 1474.000 2048.000 2240.000 2552 .000 3370.000 3635.000 1056.000 1108.000 1277.000 1380.000 1734.000 1842.000 1861.000 1 873 .200 1888.500 1898.200 1914.500 1923.200 1946.800 1956.500 1971 . 600 2092.000 2202.000 2219.900 222 1 .1 00 2231.500 2241.000 2252.000 2422.000 2581.800 45.500 .000 1.000 .000 65.000 255.940 248.190 249.320 250.200 239.050 249.630 250.000 252.430 252.000 250 .840 250.710 250.780 250.820 253.740 254.630 254.750 254.820 254 .910 254.970 255.020 255.020 254.980 254.970 254.950 254.760 254.660 254.640 254.640 254.630 254.670 254.720 255.490 2 55.780 45.500 .000 1 .000 .000 65.000 178.000 467.000 1024.000 1614.000 2063.000 2270.000 2760.000 34 1 5.000 3678.000 248.830 248.490 249 .610 250.750 250.730 247 .730 251.020 241.800 251.020 236.320 251.020 240.820 242.120 251.020 247.920 250.340 248.800 252.340 252.340 244. 040 244 .040 252.340 249.360 255.780 45.500 1.000 1.000 .000 65.000 254.790 244.400 248.470 250.140 238.320 252.000 248.600 252.410 249.000 1068.000 1145.000 1345.000 1434.000 1800.000 1848.400 1871.700 1873.3 00 1 896.700 1898.300 1921.700 1923.300 1 948.200 1 9 57 .5 00 1998 .000 2 138 .000 2210.000 2220.000 2230.400 2231.600 2242.000 2252.100 2480.000 .000 .000 .000 .000 254.600 .000 300.000 478.000 1114 .000 1756.000 2093.000 2300.000 2900.000 3445.000 3683.000 250.840 250.730 250.800 250.840 254.380 254.670 254.810 254.820 254.960 254.970 255.020 255.020 2 54 .980 2 54.97 0 254.900 254.720 254.650 254.640 254.630 254.630 254.680 254.720 255.750 .000 .000 .000 .000 70254.950 .000 252 .960 251 .710 248 .630 251 .100 251.100 250.000 248.900 251.780 249.000 250.830 248.340 250.360 2 5 0.5 20 250.970 247.420 251 .020 251.020 251.020 251.020 251.020 251. 02 0 242.120 PAGE 251.020 250.740 249.8 1 0 245.400 244 .040 252.340 252.340 24 4.040 246.640 250.620 .0 00 .000 .000 .000 .000 .000 401.000 559.000 1210.000 1900.000 2106.000 2525.000 3000 .000 3525.000 3687.000 4 1 1 GR 252.000 3693.000 253.000 3697.000 2 54 .000 3745.000 255 .0 0 0 3905.0 00 NC .080 .080 .060 .100 .300 .000 .000 .000 RIVER STATION 11 .98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION Xl GR GR GR GR GR GR GR GR GR Xl GR GR GR GR GR GR 11.980 270.000 266.000 264.000 254.000 250.000 250.000 253.000 253.000 255.000 12.180 270.000 260.000 252.000 244.500 256.000 266.000 43.000 1000.000 1368.000 2282.000 2424.000 3300.000 3910.000 4555.000 4680.000 4963.000 29.000 1000.000 2123.000 2751.000 3810.000 4138.000 5311.000 10/02 /94 06:18:59 Xl GR GR GR GR GR EJ 12.370 270.000 260.000 250.000 258.000 268 .000 .000 23.000 1000.000 1392.000 3000 .000 3789.000 4007.000 .000 10 /02 /94 06:18:59 SECNO Q TIME SLOPE *PROF 1 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 3300 .000 268.000 266.000 262.000 252.000 242.000 250.000 252.000 254.000 256.000 3801.000 268.000 258.000 252.000 244.500 258.000 268 .000 3000.000 270.000 258 .000 246.000 260.000 270.000 .000 CRIWS QROB VROB XLOBR 3358.000 1106 .000 1835.000 2300.000 2454.000 3310 .000 4038.000 4562.000 4763.000 5300.000 3836.000 1447.000 2165.000 2920.000 3825.000 4318.000 5505.000 3376.000 1010.000 1531.000 3300.000 3834.000 4046.000 .000 WSELK ALOB XNL ITRIAL EG ACH XN CH IDC 350.000 266.000 268.000 260.000 250.000 242.000 255.000 252.000 255.000 258.000 600.000 266.000 256.000 250.000 250.000 260.000 268.000 925.000 266.000 256.000 246.000 262.000 272.000 .000 HV AROB XNR I CONT 350.000 1212.000 2134.000 2329.000 2804.000 3348.000 4510.000 4573.000 4807.000 5665.000 700.000 1949.000 2227.000 2943.000 3836.000 4544 .000 5567.000 752.000 1054.000 1690.000 3370.000 3879.000 4085.000 .000 HL VOL WTN CORAR 350.000 2 60.000 268 .000 258.000 250.000 250.000 255.000 253 .000 255 .000 .000 1050.000 264.000 254.000 250.000 254 .000 264.000 270 .000 1000.000 264 .000 254 .000 250.000 264 .000 .000 .000 .000 1271.000 2216.000 2363.000 2908.000 3358.000 4540.000 4585.000 4822.000 .000 .000 2038.000 2311.000 2969.000 3845.000 4739.000 5602.000 .000 1177.000 2441.000 3376.000 3914.000 .000 .000 OLOSS BANK ELEV TWA LEFT /RIGHT ELMIN SSTA TO PW ID ENDST 256 .000 .000 .000 260 .000 266 .000 256 .000 250 .000 252 .000 254 .000 253 .000 255.000 .000 .000 262.000 252.000 250 .000 254 .000 266.000 .000 .000 262.000 254.000 256 .000 266.000 .000 .000 3985.000 .000 .000 1332.000 2251 .000 2394.000 3182.000 3490.000 4547.000 4617.000 4870.000 .000 .000 2059.000 2439.000 3801.000 3880.000 5169.000 .000 PAGE .000 1252.000 2733.000 3707.000 3960.000 .000 .000 PAGE 5 6 0 0 0 0 0 1 CCHV= .100 CEHV= .300 *SECNO 10.560 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREE K JUNCTION 10.56 12.75 246.25 .00 246.25 246.47 .22 .00 .00 244.00 244.00 1925.00 4341.25 21800. .00 10154. 3695. 7952 . 3364. 587. 2806. 0. 0. . 005728 3.02 400 . *SECNO 10. 890 3265 DIVIDED FLOW 10.89 21800. .15 .001556 13.37 203. .70 975. *SECNO 10.990 10.99 13.39 21800. .21 .002429 2822. 1. 69 550. *SECNO 11 .130 11.13 14.18 21800. .25 .002300 CCHV= 1018. 1 .76 300. .100 CEHV= *SECNO 11.330 11.33 14.73 21800. 4989 . .29 2.66 . 005015 800. 10 /02 /9 4 SECNO Q TIME SLOPE 06:18:59 DEPTH QLOB VLOB XLOBL 6.29 400. 249.87 3640. 4.42 1750. 250.89 3404. 5.20 550. 252.18 3964. 5 .78 700. . 300 254.23 8420. 9.01 1100 . CWSEL QCH VCH XLCH 2 .83 400. .00 17957. 1. 97 1300. .00 15573. 2.57 550 . .00 16818 . 2.60 550 . .00 8391. 3.18 500. CRIWS QROB VROB XLOBR .080 0 .00 289 . . 080 4 .00 1672 . . 080 3 .00 577 . . 080 2 .00 1872. . 085 2 WSELK ALOB XNL I TRIAL .060 0 249.97 823. .060 0 251.04 655. .060 0 252.36 686. .060 0 254.80 934 . .060 0 EG ACH XNCH !DC . 080 0 .10 9136. .080 0 .14 6057. .080 0 .18 6462. .080 0 .57 2640. .0 85 0 HV AROB XNR !CONT .000 .00 233.50 2416.25 3.49 .01 247. 74. .000 236.50 .00 2826.75 1.06 365. .000 .01 105. 237.50 248.00 246.00 2041.01 6154.59 248.00 246.00 2470.17 .00 2103.58 4573.75 1.31 463. .01 126. 248.00 248.00 .000 238.00 1325.76 .00 1682.26 3008 .0 3 2.33 558. .000 .00 HL VOL WTN CORAR .12 147. 239.50 1351.21 250.00 250.00 1256.38 2607.58 OLOSS BANK ELEV TWA LEFT /RIGHT ELM IN SSTA TO PW ID ENDST PAGE 7 *SECNO 11 .560 3301 HV CHANGED MORE THAN HVINS 11.56 15.51 255.66 .00 .00 255.72 .06 .87 .05 250.00 21800 . 65. 862 1 . 13114. 88. 3332. 10086. 711. 173. 250 .00 .42 .73 2 .59 1.30 .085 .060 .085 .000 240.15 1153.84 .000451 700. 1175. 550. 3 0 0 .00 2092.05 3245.90 0 *SECNO 11.660 11.66 15.66 25 5 .86 .00 .00 255.91 .06 .19 .00 250.00 21800. 250. 13594. 7957. 373. 5801. 8677. 890. 201. 250.00 .50 .67 2 .34 .92 .085 .060 .085 .000 240.20 1662.82 . 000283 450. 550 . 550. 2 0 0 .00 2336.08 3998.90 0 *S ECNO 11.820 1 1 .82 15.83 256.13 .00 .00 256.1 6 .03 .24 .00 250.00 17720. 5051. 1922 . 10746. 4314. 726. 9167. 1124 . 237. 250.00 .65 1.17 2.65 1.17 .085 .060 .085 .000 240.30 2972 .62 .000410 700. 850 . 650 . 0 0 0 .00 2323.30 5295.92 0 CCHV = .300 CEHV = .500 *SECNO 11.880 CARTERS CREEK MAIN CHANNEL BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 11.88 1 8.25 2 5 6.23 .00 .00 256.25 .02 .09 .00 256.14 17720. 0. 13787. 3933. 0. 11256. 4186 . 1227 . 253. 251.34 .73 .03 1. 22 .94 .085 .060 .085 .000 237.98 118.55 . 000216 300 . 300. 300. 0 0 0 .00 2471.03 2589 .58 0 *S E CNO 11.890 11. 89 20.62 256 .24 .00 .00 256.26 .02 .01 .00 256 .11 17720. 0. 17538. 182. o. 15536. 342 . 1250. 257. 250.62 .74 .04 1.13 .53 .085 .060 .085 .000 235.62 116 .98 .000170 65. 65. 65. 0 0 0 .00 2472.92 2589.90 0 *SECNO 11.891 1 10 /02 /94 06:18:59 PAGE 8 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT 0 0 0 0 TIME S L OPE VLOB XLOBL VCH XLCH VROB XLOBR XNL I TRIAL XNCH IDC XNR I CONT WTN CORAR ELM IN TO PW ID SSTA ENDST 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11.89 17720. .74 .002 152 *S ECNO 11.900 20.59 0. .01 1. 256.21 17698. 2 .23 1. .00 22. . 47 1. .00 0 . .085 2 256.29 7925. .060 0 .08 47. .085 .00 1250. .000 .0 3 257. 235.62 256.11 250.62 118.22 0 -7820.80 2471.08 2589.31 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11.90 17720. .75 . 00 1 979 *SECNO 11 .90 1 20.69 0. . 04 46 . 256.31 17690 . 2.17 46. .00 30. .51 46. .00 0 . .08 5 2 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 11 .90 17720. .75 . 000162 *SECNO 11.910 20.76 0. .06 1. 256.38 17720. 1.12 1. .00 o . .00 1 . .00 1. .08 5 2 256.39 8145. .060 0 . 07 . 09 58. 1259 . .085 .000 0 -7835.75 .00 260. 235.62 2476.40 256.11 250.62 114.63 2591.02 254.60 ELREA= 70254.95 256.40 15855. .060 0 .02 0. .085 0 .00 .02 256.11 1259. 260. 250.62 .000 235 .62 112.08 .00 2367 .92 2480.00 3280 CROSS SECTION 11.91 EXTENDED . 41 FEET 11.91 1772 0. .77 .00 016 5 CCHV= 18.09 7838. .77 65. .100 CEHV= *SECNO 11.980 256.41 2172. 1. 27 65. .300 .00 7710. .75 65. .00 10119. .085 2 256.42 1709. .060 0 .01 10313 . .085 0 .01 .00 251.10 1287. 264. 251.10 .000 238.32 94.67 .00 3890.33 3985.00 RIVER STATION 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 11.98 14.48 256.48 .00 .00 256.52 .04 .09 .01 250.00 17720. .84 . 000513 7317. 1. 39 350 . 2225. 2 .93 350 . 8177. 1 .14 350. 5275. .080 1 759. .060 0 7170. . 080 0 1429. 292. 250.00 .000 242.00 2386.69 .00 2999.38 5386.07 0 1 0 0 1 10/02/9 4 06:18:59 SECNO DEPTH CWSEL CRIWS WSELK EG Q QLOB QCH QROB ALOB ACH TIME VLOB VCH VROB XNL XNCH SLOPE XLOBL XLCH XLOBR I TRIAL IDC *SECNO 12.180 12.18 12.39 256 .89 .00 .00 256.95 1772 0. 15905. 1 238. 577. 9074. 379. .9 4 1. 75 3.27 .86 .080 . 060 . 000807 600 . 1050. 700 . 2 0 *SECNO 12 .370 12.37 11.54 257.54 .00 .00 257.63 17720. 5014. 10750 . 1956. 4519. 3728. 1. 06 1.11 2.88 1 .26 .08 0 .060 . 000639 925 . 10 00. 752 . 2 0 10 /02/94 06:18:59 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -0 1 ,02 ,0 3 ,0 4 ,0 5,06 MODIFICATION -50,51,52 ,53 ,54 ,55,56 IBM -PC -XT VERSION ************************************************** HV AROB XNR !CONT .OS 670. .0 80 0 .09 1553. .080 0 Tl HYDRAULIC ANALYSIS OF CARTER 'S CREEK AND TRIBUTARIES T2 FLOODWAY DETERMINATION -S EPTEMBER , 1994 T3 METHOD 4 Jl !CHECK INQ NINV !DIR STRT METRIC 0. 7. 0. 0. .000000 . 00 PAGE 9 HL OLOSS BANK ELEV VOL TWA LEFT/RIGHT WTN ELM IN SSTA CORAR TO PW ID END ST .42 .00 250 .00 1605 . 330. 250.0 0 .000 244 .50 2199.29 .00 2019.14 4218.44 . 67 .01 250.00 1815. 374. 250.00 .000 24 6.00 1567.33 .00 2202.9 4 3770 .26 PAGE 10 THIS RUN EXECUTED 10 /02/94 06:19:10 HVINS Q WSEL FQ . 0 0 . 247.250 .000 1 0 0 J2 NPROF !PLOT PRFVS XSECV XSECH FN ALL DC IBW CHNIM 15.000 .000 .000 .000 .000 .000 .000 .000 .000 10 /02/94 06:18:59 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCR XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC HV AROB XNR !CONT HL VOL WTN CORAR OLO SS BANK ELEV TWA LEFT/RIGHT ELM IN SSTA TOPWID ENDST *PROF 2 CCHV= .100 CEHV= .300 *SECNO 10.560 2800 NAT Ql= NAT Ql= 4541 . 2880.45 WSEL = 246.2 5 ENC Ql= 2880.45 WSEL= WSEL= 247.25 RATIO = .0000 RATIOS LOB,CH ,ROB = .4728 .1363 .3909 247.25 3470 ENCROACHMENT STATIONS= 2469.5 3949.9 TYPE= 4 TARGET= .366 10.56 2 1 800 . . 00 .005722 RIVER STATION 10 .56 IS THE SECTION PRI OR TO THE WOLF PEN CREEK JUNCTION 13.75 247.25 .00 246.25 247.55 .30 .00 .00 9373. 4684. 7743. 2546 . 677 . 2519 . 0. 0 . 3.68 6.92 3.07 .080 .060 .080 .0 00 233.50 400. 4 00. 40 0. 0 0 0 .00 1480.41 244 .00 244.00 2469.52 3949.94 *SECNO 10.890 2800 NAT Ql= 5526.47 WSEL= 249.87 ENC Ql= 5526 .47 WSEL= WSEL= 250.87 RATIO= .0000 NAT Ql= 7808. RATIOS LOB ,CH ,ROB= .0286 .1379 .8336 2 50.87 3470 EN CROAC HMENT STATIONS= 10.89 21800 . .13 . 0015 1 7 14.42 592. 1 .25 975. 250 .92 4222. 4 .66 175 0 . 2143.3 .00 16986. 2 .40 13 00. 3602.4 249.87 474. . 080 2 TYPE= 251.05 907. .060 0 4 TARGET = .14 3.48 7070. 209. .080 .000 0 . 00 .292 .02 42. 236.50 1459.12 248 .00 246.00 2143.31 3602.43 *SECNO 10.990 2800 NAT Ql= NAT Ql= 6190. 4423 .0 1 WSEL= 250.89 ENC Ql= 4423 .01 .7044 WSEL= WSEL= 251.89 RATIO= .0000 RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 2800.4 .00 10.99 14.41 251 .91 .1635 4073.2 250.89 .1321 T YPE= 252.10 4 251.89 TARGET= .19 1.04 .285 .02 248.00 !TRACE .000 PAGE 11 0 0 1 0 21800. .18 .002404 *SECNO 11.130 3343. 2.25 550. 4023. 5.54 550. 14433 . 2 . 96 550. 1486. .080 2 727. .060 0 4869 . .080 0 307. 59. 246 .00 .000 237 .5 0 2800.38 .00 1272.83 4073.21 2800 NAT Ql= 4545.38 WSEL= 252.18 ENC Ql= 4545.38 WSEL= 253 .18 RATIO= 253.18 .0000 NAT Ql= 6082. RATIOS LOB ,CH ,ROB= .0595 .1546 .7859 WSEL= 3470 ENCROACHMENT STAT I ONS = 11.13 15.19 253.19 21800. .22 . 002299 10 /02/9 4 SECNO Q TIME SLOPE CCHV= 1225. 2.34 300 . 06:18:5 9 DEPTH QLOB VLOB XLOBL .100 CEHV= 4513. 6.09 700. CWSEL QCH VCH XLCH .30 0 1446.1 .00 16062. 3.00 550. CRIWS QROB VROB XLOBR 2505.5 252.18 523. . 080 WSELK ALOB XNL 2 I TRIAL TYPE= 253 .42 741. .060 0 EG ACH XNCH !DC 4 TARGET= .23 1.30 5360. 390. .080 .000 HV AROB XNR !CONT 0 . 00 HL VOL WTN CORAR .253 .01 72. 238.00 1059.41 248.00 248.00 1446.08 2505.49 OLOSS BANK ELEV TWA LEFT /RIGHT ELM IN SSTA TOPWID ENDST *SECNO 11 .330 2800 NAT Ql= NAT Ql= 4164. 3078.30 WSEL= 254.23 ENC Ql= 3078 .30 WSEL= 255.23 255.23 RATIO = .0000 RATIOS LOB,CH,ROB= 3470 ENCROACHMENT STATIONS= 1567.0 .00 7477. 3.69 500. 11.33 21800. . 25 .004978 *SECNO 11.560 15.75 4893. 3.43 800. 255.25 9430. 9.41 1100. .2688 .3205 2323.2 TYPE= 254.23 255.95 1426 . 1002. .085 .0 60 2 0 .4107 WSEL= 4 TARGET= .71 2026. .085 0 2.39 472. .000 .00 .261 .14 250.00 85. 250.00 239.50 1567.03 756.20 2323.23 2800 NAT Ql= 10270.67 WSEL= 255 .66 ENC Ql= 10270.67 WSEL= 256.66 RATIO= 256.66 .0000 NAT Ql= 12610. RATIOS LOB,CH,ROB= .0037 .3711 .6251 WSEL= 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 1172 .0 2460.4 TYPE= .00 255.66 256.88 11.56 21800. 16.66 68. 256.81 9878. 11854. 73. 3670. 4 TARGET= . 07 . 86 8054. 611. .186 .06 101. 250.00 250.00 PAGE 12 0 0 0 1 .37 . 000428 *SECNO 11.660 .93 700. 2 .69 1175 . 1 .47 550. .085 2 .060 0 .085 0 .000 240.15 1171.95 .00 1288 .43 2460 .38 2800 NAT Ql= 12951.95 WSEL= 255.86 ENC Ql= 12951.95 WSEL= WSEL= 256.86 256 .86 RATIO= .0000 NAT Ql= 15621. RATIOS LOB,CH,ROB= .0148 .5825 .4027 3470 ENCROACHMENT STATIONS= 11.66 16 .80 2 57.00 21800. .44 . 00027 1 234. .88 450. 15231. 2.42 550 . 1 752.4 .00 6335. 1. 05 550. 3090.9 255.86 265. .085 2 TYPE= 257.07 6292. .060 0 4 TARGET= .1 7 1 .00 .07 .18 250.00 6046. .085 0 765. 118. 250.00 .000 240.20 1752.42 .00 133 8.49 3090.91 *SECNO 11.820 2800 NAT Ql= NAT Ql= 11152. 8748.19 WSEL= 256.13 ENC Ql= 8748.19 WSEL= WSEL= 2 57 .13 257 .1 3 RATIO= .0000 RATIOS LOB ,CH ,ROB= .2889 .0955 .6 156 3 47 0 ENCROACHMENT STATIONS= 11 .8 2 17720 . .59 . 000386 10 /02/9 4 SECNO Q TIME S LOPE CCHV= 16.97 4976 . 1. 28 700. 06 :1 8:59 DEPTH QLOB VLOB XLOBL .300 CEHV= *SECNO 11.880 257.27 2 1 27. 2.71 850 . CWS EL QCH VCH XLCH .500 3164.4 .00 1 06 1 7 . 1. 28 650. CRIWS QROB VROB XLOBR 4889.8 256.13 3892 . .08 5 2 WSELK ALOB XNL ITRIAL TYPE= 257.30 7 85 . .060 0 EG ACH XNCH IDC 4 TARGET= .04 .23 9 74 . .2 16 .00 142 . 250.00 250 .00 8269. .085 0 .000 240.30 3164.4 0 .00 1725.44 4889.84 HV AROB XNR !CONT HL VOL WTN CORAR OLOSS TWA ELM IN TO PW ID BANK ELEV LEFT /RIGHT SSTA ENDST 28 00 NAT Ql= 12069.80 WSEL= 256.23 ENC Ql= 12069.80 WSEL= 257. 23 RATIO= 257.23 .0000 NAT Ql= 15379. RATIOS LOB ,CH ,ROB= .0002 .7822 .2176 WSEL= 3470 ENCROACHMENT STATIONS= 121.8 1946 .8 TYPE= 4 TARGET= .215 CARTERS CR EE K MAIN CHANNEL BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11 .88 11.88 17720. .65 .000204 19.38 0 . .07 300. 257.36 17666. 1.33 300. .00 54 . .65 300. 256 .23 0 . . 08 5 1 257.39 13284. .060 0 .03 84. .085 0 .08 .00 256.14 1065. 154. 251.34 .000 237.98 121.83 .00 1824 .96 1946.79 PAGE 13 0 0 0 1 *SECNO 11.890 2800 NAT Ql= 13605.22 WSEL= 256.24 ENC Ql= 17019.50 WSEL= NAT Ql= 17236. RATIOS LOB,CH,ROB= .0002 .9874 .0124 WSEL= 257.24 RATIO= -.2510 257.24 3470 ENCROACHMENT STATIONS= 122.0 2480 .0 TYPE= 4 TARGET= .013 11.89 21.77 257 .39 .00 256.24 257.40 .01 .0 1 .00 256.11 17720. 0. 1772 0 . 0. 0. 1 8199 . 0. 1 088. 157. 250.62 . 67 .00 .97 .00 .085 . 060 .085 .000 235.62 122.00 . 000103 65. 65. 65 . 1 0 0 .00 2358.00 2480 .00 *SECNO 11.891 2800 NAT Ql= 3820.07 WSEL= 256.21 ENC Ql = 5630.70 WSEL= 257 .21 RATIO= -.4740 NAT Ql= 5666. RATIOS LOB, CH, ROB= .0000 .9937 .0063 WSEL= 257 .21 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 122.0 2480 .0 TYPE= 4 TARGET= .006 11.89 21.75 257.37 .00 256 .21 257 .4 2 .04 .oo .01 256 .11 17720. 0. 17720. 0. 0. 10608 . 0. 1088 . 157 . 250.62 . 67 .00 1.67 .00 .085 . 060 .085 .000 235.62 122.0 0 .0 00875 1. 1. 1. 1 0 0 -7593.74 2358.00 2480 .00 *SECNO 11.900 2800 NAT Ql= 3982 .98 WSEL= 256.31 ENC Ql= 5847.38 WSEL= 257.31 RATIO= -.4681 NAT Ql= 5887. RATIOS LOB , CH, ROB= .0000 .9932 .0068 WSEL= 257 .31 10 /02/9 4 06:18:59 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS Q QLOB QCH QROB ALOB ACH AROB VOL TWA TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 11.90 17720. .67 21.79 0. .00 257.41 17720. 1 .66 122 .0 .00 0. .00 2480 .0 TYPE= 256.31 0 . .085 257.45 10686. .060 4 TARGET= .04 0. .085 .04 1100. .000 .007 .00 160. 235.62 BANK ELEV LEFT/RIGHT SSTA ENDST 256.11 250 .62 122.00 PAGE 14 . 000854 46. 46 . 46. 0 0 0 -7593 .74 2 35 8.00 2480.00 0 0 0 1 *SECNO 11.901 2800 NAT Ql= 13929.39 WSEL= 256.38 ENC Ql= 17550 .67 WSEL= 257.38 RATIO= -.2600 257.38 NAT Ql= 17555. RATIOS LOB,CH,ROB= .0002 .9998 .0000 WSEL= 3470 ENCROACHMENT STATIONS= 122.0 2480.0 TYPE= 4 TARGET= .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE ,ELLEA= 11.90 17720. .67 .000100 *SECNO 11.910 21 .83 0 . .00 1. 257.45 1772 0. .96 1. .00 0. .00 1. 256 .38 0 . .085 2 254.60 ELREA= 257.46 18366 . .060 0 .01 0 . .085 0 70254.95 . 00 . 01 11 00. 160. .000 235.62 .00 2358.00 256.11 250.62 122.00 2480.00 2800 NAT Ql= 13798 .3 4 WSEL= 256.41 ENC Ql = 13798.34 WSEL= NAT Ql= 17650. RATIOS LOB,CH ,ROB= .4433 .1158 .4408 WSEL= 257.41 RATIO= 257.41 .0000 328 0 CROSS SECTION 11.91 EXTENDED 1 .46 FEET 3470 ENCROACHMENT STATIONS= 11 .9 1 1772 0. . 69 . 000162 CCHV= 19 .14 7577 . .87 65 . .1 00 CEHV= *SECNO 11.980 257.46 2624. 1. 36 65. .300 781 .1 .00 7519. .87 65. 3218.9 TYPE= 256.41 257.47 8683. 1926 . .085 .060 0 0 4 TARGET= .0 1 .01 8615. .085 0 1128. .000 .00 .218 .00 251.10 164 . 251.10 238 . 32 781.15 2437.79 3218.94 2800 NAT Ql= 7822.79 WSEL= 256.48 ENC Ql= NAT Ql= 10483. RATIOS LOB,CH,ROB= .4003 .1 061 7822.79 .4936 WSEL= WSEL= 257.48 257.48 RATIO= .0000 10/02 /94 SECNO Q TIME SLOPE 06 :18:59 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOE XNL I TRIAL EG ACH XNCH IDC HV AROB XNR I CONT HL VOL WTN CORAR OLOSS TWA ELMIN TO PW ID 3470 ENCROACHMENT STATIONS= 2728.6 4208.9 TYPE= 4 TARGET= .254 RIVER STATION 11 .98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 11.98 15.52 257.52 .00 2 56 .48 257 .58 .OS .0 9 .0 1 BANK ELEV LEFT /RIGHT SSTA ENDST 2 5 0 .00 PAGE 15 17720. 6794. 2509. 8418 . 4286. 821. 5700. 1249. 179 . 250.00 .75 1.59 3 . 06 1.48 .080 .060 .080 .000 242 .00 2728.63 .000503 350. 350. 350. 1 0 0 .00 1480.25 4208.88 0 *SECNO 12.180 2800 NAT Ql= 6236.82 WSEL= 256.89 ENC Ql= 6236 .82 WSEL= 257.89 RATIO= .0000 NAT Ql= 8158. RATIOS LOB,CH ,ROB= .8887 .0619 .0495 WSEL= 257.89 3470 ENCROACHMENT STATIONS= 2822.1 4036 .8 TYPE= 4 TARGET= .235 12.18 13.43 257.93 .00 256.89 258 .00 .07 .42 .01 250.00 17720. 15424. 1430. 866. 7544. 415. 712 . 1396. 200. 250.00 .84 2.04 3.45 1.22 . 080 .060 .080 .000 244.50 2822.14 . 000794 600 . 1050. 700. 2 0 0 .00 1214.66 4036.80 0 *SECNO 12.370 2800 NAT Ql= 7009. 72 WSEL= 257 .54 ENC Ql= 7009. 72 WSEL= 258.54 RATIO= .0000 NAT Ql= 9112. RATIOS LOB,CH,ROB= .3316 .5478 .1206 WSEL= 258.54 3470 ENCROACHMENT STATI ONS= 2580.9 3478.1 TYPE= 4 TARGET= . 231 12.37 12.57 258.57 .00 257.54 258 .68 .12 .67 .01 250.00 17720. 3752. 12611. 1356. 2448. 4114. 780. 1567. 222. 250.00 .94 1.53 3.07 1.74 .080 .060 .080 .000 246 .00 2580.95 . 000634 925 . 1 000. 752. 2 0 0 .00 897 .12 3478.07 0 1 PROFILE FOR STREAM METHOD 4 PLOTTED POINTS (BY PRIORITY)-E-ENERGY,W-WATER SURFACE,I-INVERT,C-CRITICAL W.S.,L-LEFT BANK ,R-RIGHT BANK,M-LOWER END STA ELEVATION 230. 235. 240. 245. 250. 255. 260 . 265. 270. 275. SECNO CUMDIS 10.56 0. c I L E M 100. c I L WE M 200. c I RL. WE .M 300. c I L. E .M 400. c I RL WE M 500. c I . RL E M 600 . c I. R.L WE M 700. c I . RL WE M 800. c I R L E M 900 . c I R L WE . M 1000. c 1100. c 1200. c 13 00. c 1400. c 1500. c 1600. c 1700. c 10.89 1800. c 1900. c 2000. c 2100. c 2200. c 10.99 2300. c 2400. c 2500. c 2600. c 2700. c 28 00. c 2900. c 11.13 3000. c 3100. c 3200. c 3300. c 3400. c 3500. c 3600. c 3700. c 3800. c 3900. c 4000. c 11. 33 4100. c 4200. c 4300. c 4400. c 4500. c 4600. c 4700. c 4800. c 4900. c 5000. c 5100. c 5200. c 11.56 5300. c 5400. c I . I . I . I I I I I I I I I I I I I I I I I I I I I I I I I I I I. I. I. I. I. I. I I I I I I I I I R L .R L .R L .R L .R L .R L R L R L R L R L R R R L L L R L R L R L R L R L RL RL L L L L L E. L L WE E E WE .E .WE L. L. L. L L L L L L L L L L L L L L L E E E E E WE E WE E E WE E E WE E WE E WE. WE. WE WE W.E WE WE .WE .WE .WE . WE WE WE WE WE E E E WE E E M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M. M . M. M M M .M .M .M M M M 1 5500. c 5600. c 5700. c 58 00. c 11.66 5900. c 6000. c 6100. c 6200. c 6300. c 64 00. c 6500. c 6600. c 11. 82 6700. c 6800. c 6900. c 11. 88 7000. c 11.89 7100. c 11.89 7200. c 11.90 7300. c 11.90 11.91 11.98 7400. 7500. 7600. c c c 7700. c 7800. c 7900. c 8000. c 8100. c 8200. c 8300. c 8400. c 8500. c 12.18 8600. c 8700. c 8800. c 8900. c 9000. c 9100. c 9200. c 9300. c 9400. c 9500. c 12.37 9600. c 10/02/94 06:18:59 . I . I . I . I I I I I I I I I I I I I . I . I . I . I I. I I I I I I I I I I I. I. I I I .I . I . I . I I I L L L L L L L L L L L L L .R L . R • R .R . R L L L L L L L L L L L L L L L L L L L L L R L R L E E E E E E E E E E E WE E E E L E L E L E L E M. M . M . M. L E M . M E EM E M E E E WE E E E E E E E E WE E E E E E E .M M M M M M M M M M M M M M. M M M M M M M M M M M M M M M M M M M M PAGE 16 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01 ,0 2,03 ,0 4,05 ,06 MODI FI CATION -50,51,52,53,54,55,56 IBM-PC-XT VERSION ************************************************** THIS RUN EXECUTED 10 /0 2 /94 NOTE-ASTERI SK (*) AT LEFT OF CROSS -S E CTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERR ORS LI ST METHOD 4 SUMMARY PRINTOUT SECNO SSTA ENDST TOPWID 10.560 1925 .00 4341.25 2416.25 10.560 2469.52 3949.94 1480 .4 1 10.890 2041.01 6154.59 2826.75 1 0 .890 2143.31 3602.43 1459.12 10.990 2470.17 4573.75 2103.58 10.990 2800.38 4073.21 1272.83 11 .1 30 1325.76 3008 .03 1682.26 11 .1 30 1446.08 2505.49 1059 .41 11.330 1256.38 2607.58 1 351.21 11.330 1567.03 2323.23 756 .20 11.560 1153.84 3245.90 2092.05 11.560 1171.95 2460.38 1288.43 11.660 1662.82 3998.90 2336.08 11.660 1752.42 3090.91 1338 .49 11 .820 2972.62 5295.92 2323.30 11.820 3164.40 4889.84 1725 .44 06:19:19 11.880 118.55 2589.58 2471.03 11.880 121.83 1946.79 1824.96 11.890 116.98 2589.90 2472.92 11.890 122.00 2480.00 2358.00 11.891 118.22 2589 .31 2471. 08 11.891 122.00 2480.00 2358.00 1 10 /02/94 06:18:59 PAGE 17 SECNO SSTA ENDST TO PW ID 11.900 114.63 2591.02 2476.40 11.900 122 .00 2480.00 2358.00 11.901 112. 08 2480.00 2367.92 11.901 122.00 2480.00 2358.00 11 .910 94. 67 3985.00 3890.33 11.910 781.15 3218.94 2437.79 11.980 2386.69 5386.07 2999.38 11.980 2728.63 4208.88 1480.25 12.180 2199.29 4218.44 2019.14 12.180 2822.14 4036.80 1214.66 12 .370 1567.33 3770.26 2202.94 12.370 2580.95 3478 .07 897.12 1 10 /0 2/94 06:18:59 PAGE 18 SUMMARY OF ERRORS AND SPECIAL NOTES 1 10/0 2 /94 06:18:59 PAGE 19 1 FLOODWAY DATA, PROFILE NO. 2 METHOD 4 FLOODWAY WATER SURFACE ELEVATION STATION WIDTH MEAN WITH WITHOUT DIFFERENCE SECTION AREA VELOCITY FLOODWAY FLOODWAY 10.560 1480. 5742. 3.8 247.3 10.890 1459. 8451 . 2.6 250.9 10.990 1273. 7081. 3.1 251.9 11.130 1059. 6624. 3.3 253.2 11.330 756. 4454. 4.9 255.2 11.560 1288. 11797. 1.8 256.8 11.660 1338 . 12603 . 1. 7 257.0 11.820 1725. 12946. 1.4 257.2 11.880 1825. 13368 . 1.3 257.3 11.890 2358. 18199 . 1. 0 257.3 11.891 2358. 10608. 1. 7 257.4 11.900 2358. 10686. 1.7 257.4 11.901 2358. 18366. 1.0 257.5 11.910 2438. 19224 . . 9 257 .5 11.980 1480. 10807. 1.6 257.5 12.180 1215 . 8671. 2 .0 257.9 12.370 897. 7342. 2.4 258.5 10 /02/94 06:19:20 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,05,06 MODIFICATION -50,51,52,53,54,55,56 IBM-PC-XT VERSION ************************************************** 246.3 1. 0 249.9 1.0 250.9 1.0 252 .2 1.0 254 .2 1. 0 255.7 1.1 255.9 1.1 256.1 1.1 256 .2 1.1 256.2 1.1 256.2 1. 2 256.3 1.1 256.4 1.1 256.4 1.1 256.5 1. 0 256.9 1. 0 257.5 1.0 PAGE 1 THIS RUN EXECUTED 10 /02 /94 06:19:20 Appendix "L" HEC-2 Floodway Analysis For Carter's Creek (As Per Modifications This Study) Appendix "L" !****************************************************** * WATER SURFACE PROFILES * VERSION OF NOVEMBER 1976 * UPDATED MAY 1984 * IBM-PC-XT VERSION * RUN DATE 10/02 /94 TIME 06:35:31 * * * * * ****************************************************** 1 x x x x x x xxxxxxx x x x 10/02 /94 06:35:3 1 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03 ,04,05,06 MODIFICATION -50,51,52,53,54,55 ,56 IBM-PC-XT VERSION ************************************************** x x x xxxxxxx x x xx xx x x xxxxxxx c Tl T2 T3 HYDRAULIC ANALYSIS OF CARTER 'S CREEK AND TRIBUTARIES FLOODWAY DETERMINATION -SEPTEMBER, 1994 METHOD 4 xxxxx x x x x xxxxx x x x xxxxx xxxxx x x x xxxxx x x xxxxxxx *************************************** * U.S. ARMY CORPS OF ENGINEERS * * THE HYDROLOGIC ENGINEERING CENTER * * 609 SECOND STREET , SUITE D * * DAVIS , CALIFORNIA 95616 * * (916) 440-2105 (FTS) 448-2105 * *************************************** PAGE 1 THIS RUN EXECUTED 10/02/94 06:35:3 1 1 Jl ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL FQ 0. 6. 0. 0. .000000 .00 . 0 0 . 246.250 .000 J2 NPROF I PLOT PRFVS XSECV XSECH FN 1 .000 .000 -1 .000 .000 .000 .000 J3 VAR IABLE CODES FOR SUMMARY PRINTOur QT ET NC 200.000 38.000 53.000 6.000 13800.000 19250.000 .000 .000 .000 .0 80 .080 .060 54.000 4.000 .000 21800.000 .000 .1 00 36830.000 .000 .300 ALLDC .000 .000 21800 .000 .000 .000 IBW .000 .000 21800.000 -10.400 .000 RIVER STATION 1 0.56 I S THE S ECTION PRIOR TO THE WOLF PEN CREEK JUNCTION Xl GR GR GR GR GR GR GR Xl GR GR GR GR GR GR GR GR GR GR GR 10.560 32.000 3085.000 3175.000 400.000 400.000 400.000 260.000 10 00 .000 256.000 1100 .0 00 254.000 1175 .000 248.000 248.000 242 .000 233.500 238.000 250.000 258.000 10.890 264.000 254.000 250.000 238.000 246.000 248.000 252.000 252.000 248.000 246.000 264.000 1890.000 2675.000 3124.000 4070.000 4435.000 4690.000 51.000 10 00.000 1260.000 1840 .000 2375.000 2650.000 3795.000 4510.000 4870.000 5595.000 5820.000 6290.000 246.000 244.000 234.000 238 .000 252.000 260 .000 2350 .000 262.000 252 .000 252.000 236 .500 244.000 254.000 252.000 250.000 250.000 248.000 .000 1930 .000 2810.000 3125.000 4095.000 4475.000 4750.000 2430.000 1 03 5 .000 1315 .000 1865 .000 2376.000 3250 .000 3940 . 000 4525.000 4960.000 5620.000 5960.000 .000 244.000 244.000 246.000 240.000 254.000 .000 975.000 260.000 252.000 252.000 236.500 244.000 256.000 254.000 248.000 250.000 248.000 .000 1 975.000 3085.000 3150.000 4100.000 4520.000 .000 1 300.000 1095 .000 14 00.000 1940.000 2414.000 3280.000 4000 .000 4550.000 5200.000 5770 .000 6075.000 .000 244.000 234.000 244.000 244.000 256.000 .000 175 0.000 258 .000 250.000 250.000 238.000 244 .000 256.000 256.000 246.000 244.000 250 .000 .000 10/02/94 06:35:3 1 Xl GR 10.990 264.000 29.000 1000.000 3180.000 262.000 3250 .000 1065.000 550.000 260.000 550.000 1210 .000 550 .000 258.000 CHNIM I TRACE .000 .000 .000 .000 .000 .000 1480.000 2295.000 3105.000 3175 .000 4155.000 4540.000 .000 .000 1115.000 154 0.000 2020.000 2415 .000 3670.000 4280.000 4660.000 5410 .000 5780.000 6160 .000 .000 .000 1310 .0 00 .000 .000 .000 .000 .000 .000 248.000 242.000 233.500 244.000 246.000 258.000 .000 .000 256 .000 250.000 248.000 246 .000 246.000 2 54 .000 256.000 246 .000 244.000 252.000 .000 .000 256.000 .000 .000 .000 .000 1725 .000 2380 .000 3106.000 4040.000 4335 .000 4560 .000 .000 .000 1170 .000 1560.000 2350.000 2430.000 3730.000 4370.000 4750.000 5470.000 5810.000 6230.000 .000 PAGE .000 1520.000 2 GR GR GR GR GR Xl GR GR GR GR GR GR NC Xl GR GR GR GR Xl GR GR GR GR GR Xl GR GR GR GR GR QT Xl GR GR GR GR GR GR NC 256.000 237.500 246.000 256.000 262.000 11.130 264.000 248.000 248.000 244.000 254.000 260.000 .085 11.330 264 .000 254.000 250.000 256.000 11 .560 266.000 240.150 250.000 252.000 262.000 11.660 270.000 254.000 250.000 258.000 266.000 6.000 11.820 270.000 258.000 264.000 240.300 250.000 268.000 .085 2300.000 3212.000 3595.000 4750.000 5340.000 28.000 1000.000 1565 .000 1620.000 2490.000 3090.000 3645.000 .085 20.000 1000.000 1261.000 1937.000 2658.000 23.000 1000.000 1480.000 2694.000 3085.000 3940.000 23.000 1000.000 1712.000 2309.000 4068.000 4826.000 11040.000 27.000 10 00.000 2263.000 2913.000 3710.000 5047 .000 6245.000 .085 250.000 237.500 246 .000 258.000 260.000 1565.000 262.000 240.000 248.000 246.000 256.000 262.000 . 060 187 0.000 262.000 252.000 250.000 258.000 1185.000 264.000 250.000 252.000 254.000 264.000 1797 .000 268.000 250.000 250.000 260.000 268 .000 15530 .000 3700.000 266.000 260.000 250.000 240.300 250.000 270.000 .060 2500.000 3233.000 4320.000 4775.000 5530.000 1620.000 1045.000 1570.000 2020.000 2500 .000 3150.000 3665 .000 .100 1937.000 1061.000 1309.000 2000.000 2821.000 1481.000 1069.000 1481.000 2760.000 3151.000 4043.000 2227.000 1100 .000 1797.000 3536.000 4184.000 5323.000 17720 .000 3752 .000 1102.000 2482.000 3019.000 3742.000 5202.000 6361.000 . 300 248.000 240.000 248.000 260.000 262.000 300.000 260.000 238.000 246.000 248.000 258.000 264.000 .300 800.000 260.000 250.000 250.000 260.000 700.000 260.000 250.000 254.000 256.000 266 .000 450.000 266.000 240 .200 252.000 262.000 270 .000 29070 .000 700.000 262.000 258.000 250.000 250.000 256.000 .000 .500 2810.000 3235.000 4505.000 4875.000 5565.000 550.000 1140.000 1572 .000 2345.000 2790.000 3320.000 3830.000 .000 500.000 1142.000 1870 .000 2523.000 2942.000 550.000 1130.000 1657.000 2811.000 3265.000 4575.000 550.000 1236.000 1980.000 3618.000 4400.000 5617.000 17720.000 650.000 1214.000 2615.000 3265.000 3752.000 5293.000 .0 00 .000 248.000 246.000 252 .000 260 .000 264 .000 700.000 252.000 238.000 246.000 250.000 258.000 .000 .000 1100. 000 258.000 239.500 252.000 262.000 1175.000 250.000 248.000 254.000 258.000 .000 550.000 264.000 240 .200 254 .000 262.000 .000 17720 .0 00 850.000 260.000 258.000 250.000 250.000 260.000 .00 0 .000 3180.000 3250.000 4600.000 5010.000 5640 .000 .000 1330 .000 1608.000 2430 .000 2930.000 3450.000 .000 .000 .000 1179.000 1875.000 2555.000 3610 .000 .000 1185.000 1878.000 2923.000 3441.000 .000 .000 1392.000 2220.000 3753.000 4586.000 .000 .000 .000 1357.000 2806.000 3537.000 3903.000 5386.000 .000 .000 240.000 246.000 252.000 262.000 .000 .000 250.000 240.000 244.000 252.000 260.000 .000 .000 .000 256.000 239.500 254.000 264.000 .000 240.150 248.000 252.000 260.000 .000 .000 260.000 250.000 256.000 264.000 .000 .000 .000 260.000 260.000 250.000 250.000 266.000 .000 .000 3210.000 3570.000 4660.000 5085.000 .000 .000 1415.000 1610.000 2440.000 3000.000 3495.000 .000 .000 .000 1221.000 1932.000 2601.000 3904.000 .000 1440.000 2640.000 2986 .000 3812.000 .000 .000 1553.000 2227 .000 4018.000 4665 .000 .000 .000 .000 2200 .000 2852.000 3700.000 4349.000 6162.000 .000 .000 1 10 /02/94 Xl GR GR GR GR GR GR GR GR Xl X3 GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR GR Xl BT BT BT BT BT BT 11 .880 259.430 253 .12 0 248.600 249.610 250.970 251.340 243.700 250.620 11.890 10.000 259.430 247.380 253.120 249.180 248.830 249.520 250.520 247.730 242.350 236.520 236.520 242.120 247.620 250.340 244.040 244. 040 244. 040 248.500 262.390 11.891 -89.000 .000 .000 .000 .000 .000 CARTERS CREEK MAIN CHANNEL 06:35:31 BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 38.000 122.000 1933.000 300.000 300.000 .000 263.000 903.000 1277.000 1800.000 1933.000 2214.000 2480.000 91.000 .000 .000 239.900 263 .000 676.000 1056.000 1268 .000 1434.000 1842.000 1871.800 1896.700 1914.500 1946.700 1957.500 2092.000 2210.100 2230.400 2241.000 2298.000 2696.000 .000 80.380 238.000 246.000 263.000 468.000 790.000 256.140 252.400 248.830 250.530 251.110 250.740 241.170 251.050 122.000 .000 257 .260 247.380 252 .880 250 .310 250.830 249.610 250.080 247.420 241.800 236.520 240.300 242.12 0 247.920 249.810 244.040 244.040 244.040 249.360 .000 .000 257 .26 0 256.420 256.380 256.290 254.850 252 .300 122.000 364.000 1056.000 1360.000 1839.000 1998.000 2231.000 2500.000 2480.000 .000 80.380 240.000 297.000 790.000 1068.000 1277.000 1534.000 1848.400 1873.2 00 1896.800 1921.700 1946.800 1971.500 2138.000 2219.900 2230.500 2242.000 2422.000 .000 .000 257.260 247.380 253.350 253.120 251.140 250.310 252.570 251.140 250 .830 250.750 247 .730 250.670 246.230 262.390 65.000 .000 256.110 247.380 252.400 250.710 248.590 250.360 250.730 247.420 24]..800 236.320 240.300 242.120 247.920 249 .780 244.040 244.040 244.040 250.620 .000 1.000 122.000 239.900 246.100 297.000 521.000 830.000 233.000 468.000 1068.000 1380.000 1842.000 2064 .000 2242.000 2696 .000 65 .000 .000 122.000 246 .000 364.000 830.000 1083.000 1345.000 1734.000 1848.500 1873.300 1898.200 192 1.800 1948.200 1971.600 2140 .000 2220.000 2231.500 2242.1 00 2480.000 .000 1.000 257.040 256.410 256 .380 256.110 254.460 252.000 300.000 247.380 249.180 248.590 250.080 239.250 249.810 248 .500 .000 65.000 .000 252.570 247 .380 251.140 248 .600 248.490 250.530 250.970 247.220 239.420 236.320 240.820 242.120 250.740 248.800 244.040 244.040 244.040 251.050 .ODO 1.000 256.140 247 .380 247 .380 252.880 250.640 250.710 .ODO 238.000 676.000 1083.000 1534.000 1879.000 2138.000 2298.000 .ODO .ODO 254.670 233.000 246.100 468.000 903.000 1108.000 1360.000 1800.000 1861.000 1878 .500 1898.300 1923.200 1948.300 1998.000 2202.000 2221.000 2231. 600 2252 .000 2500.000 .ODO .ODO 233.000 240.000 248.000 364.000 676.000 903.000 .000 247 .380 250. 710 248.340 250.730 237.980 248.800 249.360 .000 .000 254.950 247.380 247.380 250.640 248.670 248.340 250.750 251.110 242.350 237.620 235.620 240.820 245 .22 0 250.670 245.400 244.040 244.040 246.640 255.780 .ODO .000 256.450 256.410 256.370 255.620 253.220 251.460 PAGE .ODO 248.000 830.000 1145. ODO 1734.000 1910.000 2202.000 2422.000 .ODO .ODO .ODO 238.000 248.000 521.000 927.000 1145.000 1380.000 1839.000 1871.700 1888 .500 1908.500 1923.300 1956.500 2064.000 2210.000 2221.100 2240 .900 2252.100 2581.800 .ODO .ODO 252.570 253.350 247 .380 252.400 249.180 248.600 3 1 BT BT BT BT BT BT BT BT BT BT BT BT BT BT .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 10 /02/94 BT BT BT BT BT BT BT BT BT BT Xl X2 Xl X3 Xl GR GR GR GR GR GR GR GR GR .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 11.900 .000 11.901 10.000 11.910 257.600 252.930 251.070 248.980 250.800 250 .2 50 248.000 250.000 251.980 927 .000 1083.000 1268.000 1360.000 1534.000 1839.000 1848.500 1871.800 1878.500 1896.800 1908.500 1921.800 1946.700 1948.300 06:35:31 1971 .500 2064.000 2140.000 2210.100 2221.000 2230.500 2240.900 2242.100 2298.000 2500.000 .000 .000 .000 .000 50.000 .000 455.000 715.000 1331 .000 2027.000 2162.000 2535.000 3200.000 3575.000 251.280 250.790 250.780 250.810 251 .8 10 254.610 254.670 254.810 254.850 254.960 255.030 255.020 254 . 980 254 . 980 2 5 4.950 254.800 254.720 254.650 254.640 254.630 254.670 254.680 254.930 2 55 .760 .000 .000 .000 .000 1900.0 00 256.250 248.190 250.300 249.790 248.420 249.540 248.000 251.000 252.000 248.640 248.590 249.520 250.330 250.080 251.110 251 .02 0 242.350 251.020 236.520 251.020 240.300 251.020 251.020 251.020 250.670 249.780 252 .340 244.040 244 .040 252.340 252.340 248 .500 251.050 .000 .000 .000 .000 2106.000 107.000 461.000 870.000 1474.000 2048.000 2240.000 2552.000 3370.000 3635.000 1056 .000 1108.000 1277.0 00 1380.0 00 1734.000 1842.000 1861.000 1 873.200 1888.500 1898.200 1914.500 1923.200 1946.800 1956.500 1971.600 2092.000 2202.000 2219.900 2221.100 2231.500 2241 .000 2252.000 2422.000 258 1 .800 45.500 .000 1.000 .000 65.000 255.940 248.190 249.320 250.200 239.050 249.630 250.000 252.430 252.000 250.840 250.710 250.780 250.820 253.740 254.630 254.750 254 .820 254.910 254.970 255.020 255 .020 254.980 254 .970 254.950 254.760 254.660 254.640 254.640 254.630 254.670 254.720 255.490 255.780 45.500 .000 1.000 .000 65 .000 178.000 467.000 1024.000 1614.000 2063.000 2270.000 2760.000 3415.000 3678.000 248.830 248.490 249 .610 250.750 250.730 247. 730 251.020 241.800 251.020 236.320 251.020 240.820 242.12 0 251.020 247.920 250.340 248.800 252. 340 252. 340 244. 040 244. 040 252.340 249.360 255.780 45.500 1.000 1.000 .000 65.000 254.790 244.400 248.470 250 .1 40 238.320 252.000 248.600 252.410 249.000 1068 .000 1145 .000 1345 . 000 1434.000 1800.000 1848 .400 1871 .700 1873.300 1896.700 1898.300 1921.700 1923 .300 1948.200 1957.500 1998 .000 2138 . 000 2210.000 2220.000 2230 .400 2231 .600 2242 .000 2252.100 2480.000 .000 .000 .000 .000 254.600 .000 300 .000 478 .00 0 1114 .0 00 1756.000 2093.000 2300 .000 2900.000 3445.000 3683 .000 250.840 250.730 250.800 250.840 254.380 254.670 254.810 254 .8 20 254.960 254.970 255.020 255.020 254.980 254.970 254.900 254.720 254.650 254.640 254.630 254.630 254.680 254. 720 255 .750 .000 .0 00 .000 .000 70254.950 .000 252.960 251.710 248 .630 251.100 251.100 250.000 248.900 251.780 249.000 250 .830 248.340 250.360 250 .520 250.970 247.420 251.020 251 .020 251.020 251.020 251. 020 251.020 242.120 251. 020 PAGE 250.740 249.810 245.400 244.040 252 .3 40 252.340 244 .040 246.640 250.620 .000 .0 00 .000 .000 .000 .000 401.000 559.000 1210.000 1900.000 2106.000 2525.000 3000.000 3525.000 3687 .000 4 1 GR Xl GR GR GR GR GR GR NC Xl GR GR GR GR GR GR GR NC 252.000 11.950 267.000 252.000 250.300 251.840 254.000 254.000 .080 11.978 270.000 266.000 264.000 254.000 250.000 250.800 259.000 .080 3693 .000 28.000 2000.000 2962.000 3500.000 4372.000 4558.000 4785.000 .080 34.000 1000.000 1368.000 2282.000 2424.000 3300.000 4200.000 4870.000 .080 253.000 2962.000 252.000 239.000 252.000 251.840 254.000 256.000 .060 3300.000 268.000 266.000 262.000 252.000 242.000 252.000 255.000 .060 3697.000 3027.000 2200.000 2992 .000 4240.000 4423.000 4567.000 5030.000 .100 3358.000 1106.000 1835.000 2300 .000 2454.000 3310.000 4500.000 4975.000 .100 254.000 211.000 250.000 239.000 254.100 252.000 253.500 257.000 .300 148.000 266.000 268.000 260.000 250.000 242.000 255.000 256.000 .300 3745.000 211.000 2245.000 3007.000 4290.000 4454.000 4610.000 5370.000 .000 148.000 1212.000 2134.000 2329.000 2804.000 3348.000 4510.000 53 00.000 .000 255.000 211.000 250.000 252.000 253.910 252.000 259.000 .000 .000 148.000 260.000 268.000 258.000 250.000 250.000 255.000 258.000 .000 RIVER STATION 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION Xl GR GR GR GR 11.980 34.000 3300.000 3358.000 1 0.000 10.000 10.000 270.000 266.000 264.000 254.000 10/02/94 GR GR GR Xl GR GR GR GR GR GR GR Xl 250.000 250.000 259.000 11.986 270.000 266.000 264.000 254.000 250.000 250.000 259.000 11.988 1000.000 1368.000 2282.000 2424.000 06:35:31 3300.000 3910.000 4870.000 34.000 1000.000 1368.000 2282.000 2424.000 3300.000 3910.000 4870.000 34.000 268.000 266.000 262.000 252 .000 242 .000 250.000 255.000 3300 .000 268.000 266.000 262.000 252 .000 242.000 250.000 255.000 3300 .000 1106.000 1835.000 2300 .000 2454.000 3310 .000 4038.000 4975 .000 3358 .000 1106 .000 1835 .000 2300 .000 2454 .0 00 331 0.0 00 4038 .000 4975 .0 0 0 335 8 .00 0 266.000 268 .000 260.000 250.000 242.000 255.000 256.000 30.000 266.000 268.000 260.000 250 .000 242.000 255.000 256.000 10.000 121 2.000 2134.000 2329 .000 2804.000 3348.000 4510.000 5300.000 30 .000 1212.000 2134.000 2329.000 2804.000 3348.000 4510.000 5300.000 10 .000 260.000 268.000 258.000 250.000 250.000 255 .000 258.000 30.000 260.000 268.000 258 .000 250.000 250.000 255.000 258.000 10.000 3905 .000 .000 2615.000 3027.000 4320.000 4540.000 4612.000 .000 .000 .000 1271. 000 2216.000 2363.000 2908.000 3358.000 4800.000 5665.000 .000 .000 1271.000 2216.000 2363.000 2908 .000 3358.000 4800.000 5665.000 .000 1271.000 2216.000 2363 .000 2908.000 3358.000 4800 .000 5665 .000 .000 256.000 .000 252 .000 254.000 252.000 253.000 259.000 .000 .000 .000 260.000 266.000 256.000 250 .000 252 .000 259.000 .000 .000 .000 260.000 266.000 256.000 250.000 252.000 259.000 .000 .000 260 .000 266.000 256 .000 250.000 25 2 .000 259.000 .000 .000 3985 .000 .000 2810 .000 3130.000 4338 .000 4550.000 4780.000 .000 .000 .000 1332.000 2251.000 2394.000 3182.000 3490.000 4805.000 .000 .000 .000 1332.000 2251.000 2394.000 3182.000 PAGE 3490.000 4805.000 .000 .000 1332 .000 2251.000 2394.000 3182.000 3490.000 4805.000 .000 .000 5 1 GR GR GR GR GR GR GR Xl GR GR GR GR GR GR GR GR Xl GR GR GR GR GR GR Xl GR GR GR GR GR EJ 270.000 266.000 264.000 254.000 250.000 250.800 259.000 12.031 266.900 251.500 242.850 2 5 2.000 257.590 253.000 257.000 259.000 12 .180 270.000 260 .000 252.000 244.500 256.000 266.000 12.370 270.000 260.000 250.000 258.000 268.000 .000 1000.000 1368.000 2282.000 2424.000 3300.000 4200.000 4870.000 38.000 1000.000 1900.000 2675.000 3135.000 3660.000 3723.000 3786.000 4080.000 29.000 1000.000 2123.000 2751.000 38 1 0.000 4138.000 5311 .000 23.000 1000.000 1392.000 3000.000 3789 .000 4007.000 .000 10/02 /94 06:35:31 SECNO Q TIME SLOPE DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH *PROF 1 268 .000 266 .000 262 .000 252.000 242.000 252.000 255.000 2640.000 266.000 250.000 242.850 252.000 257.590 254.000 256.000 258.000 3801.000 268.000 258.000 252.000 244.500 258 .000 268.000 3000.000 270.000 258.000 246.000 260.000 270.000 .000 CRIWS QROB VROB XLOBR 1106.000 1835.000 2300 .000 2454.000 3310.000 4500.000 4975.000 2710.000 1290.000 2270.000 2685.000 3325.000 3690.000 3729.000 3806.000 4112.000 3836.000 1447.000 2165.000 2920.000 3825.000 4318.000 5505.000 3376.000 1010.000 1531.000 3300.000 3834.000 4046.000 .000 WSELK ALOB XNL ITRIAL EG ACH XNCH IDC 266 .000 268.000 260 .000 250.000 242.000 255 .000 256 .000 238 .000 260 .000 250.000 250.000 254 .000 255.000 255.000 256.000 257.000 330 .000 266 .000 256.000 250 .000 250.000 260.000 268 .000 925.000 266.000 256.000 246.000 262.000 272 .000 .000 HV AROB XNR I CONT 1212.0 0 0 2134.000 2329.000 2804.000 3348 .000 4510 .000 5300.000 238 .000 1510.000 2315.000 2700.000 3450.000 3707.000 3735 .000 3884.000 4138 .000 780 .000 1949.000 2227.000 2943.000 3836.000 4544.000 5567.000 752.000 1054.000 1690.000 3370.000 3879.000 4085.000 .000 HL VOL WTN CORAR 26 0.0 0 0 268 .000 258.000 250 .000 250 .000 255.000 258.000 238.000 254.000 252.000 252.000 256.000 254.000 256.000 256.250 .000 430 .000 264.000 254.000 250.000 254.000 264.000 270.000 1000.000 264.000 254 .000 250.000 264.000 .000 .000 1271.000 2216.000 2363.000 2908.000 3358.000 4800.000 5665.000 .000 1610.000 2360.000 2710.000 3545.000 3712.000 3740.000 3905.000 .000 .000 2038.000 2311.000 2969.000 3845.000 4739.000 5602.000 .000 1177.000 2441.000 3376 .000 3914 .000 .000 .000 OLOSS TWA ELM IN TO PW ID BANK ELEV LEFT /RIGHT SSTA END ST 26 0.0 00 266 .000 256 .000 250.000 252.000 259.000 .000 .000 252.000 252 .000 252 .900 256.800 253.000 257 .000 259 .000 .000 .000 262.000 252 .000 250.000 254.000 266.000 .000 .000 262 .000 254 .000 256.000 266.000 .000 .000 1332.00 0 2251.000 2394.000 3182.000 3490.000 4805.000 .000 .000 1690 .000 2640.000 2800.000 3655.000 3715.000 3748.000 3908.000 .000 .000 2059.000 2439.000 3801.000 3880.000 5169.000 .000 .000 1252.000 2733.000 3707 .000 3960.000 .000 .000 PAGE 6 0 0 0 0 0 1 CCHV= .100 CEHV= .300 *SECNO 10.560 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION 10.56 21800. 12.75 246.25 .00 246.25 246.47 .22 .00 .00 244.00 244.00 1925.00 4341.25 .00 .005728 10154. 3.02 400. *SECNO 10 .890 3265 DIVIDED FLOW 10 .89 21800. .15 . 001556 13.37 203. .70 975. *SECNO 10.99 0 1 0.99 21800. .21 .002429 13.39 2822. 1. 69 550. *SECNO 11.13 0 11.13 21800. .25 .002300 CCHV= 14.18 1018. 1. 76 300. .100 CEHV= *SECNO 11.330 11. 33 14. 73 21800. 4989. .29 2.66 .005015 800. 10/02/94 SECNO Q TIME SLOPE 06:35:31 DEPTH QLOB VLOB XLOBL 3695. 6.29 400. 249.87 3640. 4.42 1750. 250.89 3404. 5.20 550. 252.18 3964. 5.78 700. . 300 254.23 8420. 9.01 1100. CWSEL QCH VCH XLCH 7952. 2 .83 400. .00 17957. 1.97 1300 . .00 15573. 2.57 550. .00 16818. 2.60 55 0. .00 8391. 3.18 500. CRIWS QROB VROB XLOBR 3364. . 080 0 .00 289. . 080 4 .00 1672. .080 3 .00 577. .080 2 .00 1872. .085 2 WSELK ALOB XNL !TRIAL 587. . 060 0 249.97 823. .060 0 251.04 655 . .060 0 252.36 686 . .060 0 254.80 934. .060 0 EG ACH XNCH !DC 2806. .080 0 .1 0 9136 . .080 0 .14 6057. .080 0 .18 6462. .080 0 .57 2640. .085 0 HV AROB XNR !CONT 0 . .000 .00 3.49 247. .000 .00 1. 06 365. .000 .00 0. 233 .50 2416.25 .01 248.00 74. 246. 00 236.50 2041.01 2826.75 6154.59 .01 248.00 105. 246.00 237.50 2470.17 2103.58 4573.75 1.31 .01 248.00 463. 126. 248.00 .000 238.00 1325.76 .00 1682.26 3008.03 2.33 .12 250.00 250.00 1256.38 2607.58 558. 147. .000 239.50 .00 1351.21 HL VOL WTN CORAR OLOSS TWA ELM IN TO PW ID BANK ELEV LEFT /RIGHT SSTA ENDST PAGE 7 0 0 0 0 0 1 *SECNO ll .S60 3301 HV CHANGED MORE THAN HVINS ll.S6 21800. .42 . 0004Sl *SECNO 11. 660 lS.Sl 6S. .73 700. 11.66 lS .66 21800. .so . 000283 *SECNO 1 1 .820 11.82 17720. .6S . 000410 2SO. . 67 4SO . lS.83 SOSl. 1.17 700 . CCHV= .300 CEHV= *SECNO 11.880 2SS.66 8621. 2.S9 117S. 2SS.86 13S94. 2.34 sso . 2S6.13 1922. 2.6S 8SO. .soo .00 13114. 1 .30 sso . .00 79S7 . .92 sso. .00 10746. 1.17 6SO. CARTERS CREEK MAIN CHANNEL .00 88. .08S 3 .00 373. .08S 2 .00 4314. .08 S 0 2SS.72 3332. .060 0 2SS.91 S801. . 060 0 2S6.16 726. .060 0 .06 10086 . .08S 0 .06 8677. .08S 0 .03 9167. .08S 0 .87 711. .000 .00 .OS 173. 240.lS 2092 .0S .19 .00 890. 201. .000 240.20 .00 2336.08 2SO .OO 2SO.OO 1 1 S3 .84 324S.90 2SO.OO 2S0.00 1662 .82 3998 .90 .24 .00 2SO.OO 1124 . 237. 2S0.00 .000 240.30 2972.62 .00 2323.30 S29S .92 BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 11.88 18.2S 2S6.23 .00 .00 2S6.2S .0 2 .09 17720. 0. 13787. 3933 . o. 112S6. 4186 . 1227. .73 .000216 .03 1.22 .94 .0 8S .060 .08S .000 300. *SECNO 11.890 11.89 20.62 17720. 0. . 74 . 04 .000170 6S. *SECNO 11.891 10/02/94 SECNO Q TIME 06:3S:31 DEPTH QLOB VLOB 300. 2S6.24 17S38. 1.13 6S. CWSEL QCH VCH 300. .00 182. .S3 6S. CRIWS QROB VROB 0 .00 0. .08S 0 WSELK ALOB XNL 0 2S6.26 1SS36 . .060 0 EG ACH XNCH 0 .02 342 . .08S 0 HV AROB XNR .00 .01 12SO. .000 .00 HL VOL WTN .00 2S3. 237.98 2471.03 .00 2S7. 23S.62 2472 .92 CLOSS TWA ELMIN 2S6.14 2Sl .34 118 .SS 2S89.S8 2S6 .ll 2S0 .62 116 .98 2S89.90 BANK ELEV LEFT /RIGHT SSTA PAGE 8 SLOPE XLOBL XLCH XLOBR ITRIAL IDC I CONT CORAR TO PW ID END ST 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 11.89 20.59 256.21 .00 .00 256.29 .08 .00 .03 256.11 17720. o . 17698. 22. 0. 7925. 47 . 1250 . 257. 250.62 .74 .01 2.23 .47 .085 . 060 .085 .000 235.62 118.22 .002152 1. 1. 1. 2 0 0 -7820.80 2471. 08 2589 .31 0 *SECNO 11. 900 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250 . 71 MAX ELLC= 257.26 11 .90 20 .69 256.31 .00 .00 256.39 .07 .09 .00 256.11 17720. 0. 17690. 30. 0. 8145. 58. 1259. 260 . 250.62 . 75 .04 2.17 .51 .085 .060 .085 .000 235.62 114.63 .001979 46. 46. 46. 2 0 0 -7835 .75 2476.40 2591.02 0 *SECNO 11.901 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE ,ELLEA= 254.60 ELREA= 70254.95 11.90 20.76 256.38 .00 .00 256.40 .02 .00 .02 256.11 1 7720. 0. 17720 . 0. 1. 15855. 0. 1259. 260 . 250.62 . 75 .06 1.12 .00 .085 .060 .085 .000 235.62 112.08 .000162 1. 1. 1. 2 0 0 .00 2367.92 2480.00 0 *SECNO 11. 910 3280 CROSS SECTION 11.91 EXTENDED .41 FEET 11. 91 18.09 256.41 .00 .00 256.42 .0 1 .0 1 .00 251.10 1772 0. 7838. 2172. 7710. 10119. 1709. 10313. 1287 . 264. 251.10 .77 .77 1.27 .75 . 085 .060 .085 .000 238.32 94.67 . 000165 65 . 65. 65. 2 0 0 .00 3890.33 3985.00 0 *SECNO 11.950 3265 DIVIDED FLOW 11 .95 17.45 256.45 .00 .00 256.49 .04 .06 .02 252.00 17720. 6194. 2491. 9035. 4499. 809. 7673. 1372. 281. 252 .00 .81 1. 38 3.08 1.18 .085 .060 .085 .000 239.00 2140.73 .000609 211 . 211. 211. 1 0 0 .00 2869.14 5181.35 0 1 10/02/94 06:35:31 PAGE 9 SECNO DEPTH CWSEL CRIWS WSELK EG RV HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB VOL TWA LEFT /RIGHT TIME VLO B VCR VROB XNL XNCH XNR WTN ELM IN SSTA SLOPE XLOBL XLCH XLOBR !TRIAL !DC !CONT CORAR TO PW ID ENDST CCHV = .100 CEHV = .300 *SE CNO 11.978 3265 DIVIDE D F LOW 11.98 14.54 256.54 .00 .00 256.58 .04 .08 .00 250.00 1 7720. 7505. 2260 . 7955. 5334. 763. 6789. 1416. 291. 250.00 .84 1.41 2.96 1.17 .080 . 060 .080 .000 242.00 2385.70 .000521 148. 148 . 148. 2 0 0 .00 2879.31 5397.77 0 CCHV= .100 CEHV= .300 *SECNO 11.980 3265 DIVIDED FLOW RIVER STATION 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 1 1 .98 14.54 256.54 .00 .00 256 .58 .04 .01 .00 250.00 1 7720. 7590. 2284. 7846 . 5339. 763. 6648. 1419. 291. 250.00 .84 1.42 2.99 1.18 .080 .060 .080 .000 242.00 2385.61 . 000531 10 . 10. 10 . 0 0 0 .00 2880.57 5398.80 0 *SECNO 11. 986 3265 DIVIDED FLOW 11.99 14.56 256.56 .00 .00 256 .60 .04 .0 2 .00 250.00 17720. 7587. 2278. 7855. 5352. 764. 6677 . 1428 . 293. 250.00 .84 1. 42 2.98 1.18 .0 80 .060 . 080 .000 242.00 2385.38 . 000526 30. 30 . 30. 0 0 0 .00 2883.90 5401.49 0 *SECNO 11.988 3265 DIVIDED FLOW 11.99 14 .56 256.56 .00 .00 256.60 .04 .01 .00 250 .00 17720. 7500. 2250 . 7970. 5357 . 765. 6839. 1431. 294 . 250.00 .84 1.40 2.94 1 .17 . 080 .060 .080 .000 242 .00 2385.29 .0005 1 3 1 0. 10. 10. 0 0 0 .00 2885 .19 5402.53 0 1 10/02/94 06:35:31 PAGE 10 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV Q QL OB QCH QROB ALOB ACH AROB VOL TWA LE FT/RIGHT TIME VLOB VCR VROB XNL XNCH XNR W'I'N ELM IN SSTA S LOPE XL OBL XL CH XLOBR I T RI AL !DC !CONT CORAR T O P W ID END S T *SE CNO 1 2 .031 3265 DI VI DED FLOW 12.03 1 3.86 256.71 .00 .00 256.78 .07 .17 .01 252.00 17720. 10007. 2380 . 5333. 5486. 675. 3543. 1493. 308 . 252.00 . 88 1. 82 3.52 1.51 .080 .060 .080 .000 242 .85 1564.78 . 001 0 43 238 . 238 . 238. 2 0 0 .00 2242 .02 390 5 .51 0 *SE CNO 12.180 12 .18 12.59 257 .09 .00 .00 257 .1 4 .OS .36 .00 250.00 17720. 15877. 1207 . 636. 9386. 386. 746. 1593. 332. 250.00 . 9 4 1. 69 3 .1 3 .85 .080 .060 .080 .000 244.50 2 1 93.27 .000723 3 30. 430. 780. 2 0 0 .00 2042.65 4235.92 0 *SE CNO 1 2.370 12.37 11.68 257 .68 .00 .00 257.76 .08 .61 .01 iso.oo 1 7720. 5 1 42. 1 0595. 1983. 4714. 3779. 1 606. 1811. 376. 250.00 1. 07 1. 09 2 .80 1. 23 . 080 .060 .080 .000 246 .00 1556.53 .000593 925. 1000. 752. 2 0 0 .00 2219.30 3775.83 0 1 10/02 /94 06:35:31 PAGE 11 THIS RUN EXECUTED 10 /02 /94 06:35:44 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 1 0 ERROR CORR -01,02,03 ,04 ,05,06 MODIFICATION -50,51,52 ,53,54 ,55,56 IBM-PC-XT VERSION ************************************************** Tl HYDRAULIC ANALYSIS OF CARTER'S CREEK AND TRIBurARIES T2 FLOODWAY DETERMINATION -SEPTEMBER, 1994 T3 METHOD 4 Jl I CHECK INQ NINV IDIR STRT METRIC 0. 7. 0. 0. .000000 .00 J2 NPROF I PLOT PRFVS XSECV XSECH FN 15.000 .000 .000 .000 .000 .000 10 /02/94 06:35:31 SECNO DEPTH CWSEL CRIWS WSELK EG HV Q QLOB QCH QROB ALOB ACH AROB TIME VLOB VCH VROB XNL XNCH XNR SLOPE XLOBL XLCH XLOBR I TRIAL IDC I CONT *PROF 2 CCHV= .100 CEHV= .300 HVINS Q WSEL . 0 0 . 247.250 ALLDC IBW CHNIM .000 .000 .000 HL OLOSS BANK ELEV VOL TWA LEFT /RIGHT WTN ELMIN SSTA CORAR TO PW ID END ST *SECNO 10.560 2800 NAT Ql= 2880.45 WSEL= 246.25 ENC Ql= NAT Ql= 4541. RATIOS LOB,CH,ROB= .4728 .1363 2880.45 WSEL= .3909 WSEL= 247.25 RATIO= 247.25 .0000 3470 ENCROACHMENT STATIONS= 2469.5 3949.9 TYPE= 4 TARGET= .366 RIVER STATION 10.56 IS THE SECTION PRIOR TO THE WOLF PEN CREEK JUNCTION 10.56 13.75 247.25 .00 246.25 247.55 .30 .00 .00 244 .00 21800. 9373. 4684. 7743. 2546. 677. 2519. 0. 0 . 244.00 .00 3.68 6.92 3.07 . 080 .060 .080 .000 233.50 2469.52 .005722 400. 400. 400. 0 0 0 .00 1480.41 3949. 94 *SECNO 10.890 2800 NAT Ql= 5526.47 WSEL= 249.87 ENC Ql= 5526.47 WSEL= 250.87 RATIO= .0000 NAT Ql= 7808. RATIOS LOB,CH,ROB= .0286 .1379 .8336 WSEL= 250.87 FQ .000 I TRACE .000 PAGE 12 3470 ENCROACHMENT STATIONS= 10.89 21800. .13 .001517 14.42 592. 1.25 975. 250.92 4222. 4.66 1750. 2143 .3 .00 16986 . 2 .4 0 1300. 3602.4 249.87 474. . 080 2 TYPE= 251.05 907. .060 0 4 TARGET= .14 3.48 7070. 209. .080 .000 0 . 00 .292 .02 42. 236.50 1459.12 248 .00 246 .00 2143 .31 3602 .43 0 0 0 1 *SECNO 10.990 2800 NAT Ql= 4423.01 WSEL= 250.89 ENC Ql= 4423.01 WSEL= WSEL= 251.89 251.89 RATIO= .0000 NAT Ql= 6190. RATIOS LOB,CH,ROB= .1635 .132 1 .7044 3470 ENCROACHMENT STATIONS= 10 .99 14.41 251.91 21800 . 3343. 4023. .18 . 002404 *SECNO 11.130 2800 NAT Ql= 2.25 550. 5.54 550 . 4545 .38 WSEL= 2800.4 .00 14433. 2.96 550. 4073.2 250.89 1486. .080 2 TYPE= 252 .10 727. .060 0 252.18 ENC Ql= 4 TARGET= .19 1.04 4869. 307 . .285 .02 59. 248.00 246.00 .080 0 .000 237.50 2800 .3 8 .00 1272.83 4073.21 RATIO= .0000 NAT Ql= 6082. RATIOS LOB,CH,ROB= .0595 .1546 4545.38 .7859 WSEL= WSEL = 253.18 253.18 3470 ENCROACHMENT STATIONS= 11.13 21800. .22 . 002299 1 0/02/94 SECNO Q TIME SLOPE CCHV= 15.19 1225 . 2.34 300 . 06:35:31 DEPTH QLOB VLOB XLOBL .100 CEHV= 253.19 4513. 6.09 700. CWSEL QCH VCH XLCH .300 1446.1 .00 1 6062. 3.00 550. CRIWS QROB VROB XLOBR 2505.5 252.18 523. . 080 2 WSELK ALOB XNL ITRIAL TYPE= 253.42 741. .060 0 EG ACH XNCH IDC 4 TARGET= .253 .01 .23 1.30 248.00 5360. .080 0 HV AROB XNR I CONT 390. 72. 248.00 .000 238.00 1446.08 .00 1059.41 2505.49 HL VOL WTN CORAR OLOSS TWA ELMIN TO PW ID BANK ELEV LEFT /RIGHT SSTA ENDST *SECNO 11.330 2800 NAT Ql= 3078.30 WSEL= 254.23 ENC Ql= 3078.30 WSEL= WSEL= 255.23 RATIO= .0000 NAT Ql= 4164 . RATIOS LOB,CH,ROB= .2688 .3205 .4107 255 .23 3470 ENCROACHMENT STATIONS= 11.33 21800. 15 .75 4893. 255.25 9430. 1567.0 2323.2 TYPE= 4 TARGET= .00 254.23 255.95 .71 2.39 7477. 1426. 1002. 2026. 472. .261 .14 85. 250 .00 250.00 PAGE 13 .25 .004978 3.43 800. 9.41 1100. 3.69 500. .085 2 .060 0 .085 0 .000 .00 239.50 1567.03 756.20 2323 .2 3 0 0 0 0 1 *SECNO 11.560 2800 NAT Ql= 10270.67 WSEL= 255.66 ENC Ql= 10270.67 WSEL= 256.66 RATIO= 256.66 .0000 NAT Ql= 12610. RATIOS LOB,CH,ROB= 3301 HV CHANGED MORE THAN HVINS 3470 ENCROACHMENT STATIONS= 11.56 16.66 256.81 21800. 68. 9878 . .37 .93 2.69 .000428 700. 1175. *SECNO 11.660 1172.0 .00 11854. 1.47 550. .0037 2460.4 255.66 73. .085 2 .3711 TYPE= 256.88 3670. .060 0 .6251 WSEL= 4 TARGET= . 07 . 86 8054. 611. .085 .000 0 . 00 .186 .06 101. 240.15 1288.43 250.00 250 .00 11 71. 95 2460.38 2800 NAT Ql= 12951.95 WSEL= 255.86 ENC Ql= 12951.95 WSEL= 256.86 RATIO= 256.86 .0000 NAT Ql= 15621. RATIOS LOB ,CH ,ROB= .0148 .582 5 .40 27 WSEL= 3470 ENCROACHMENT STATIONS= 11.66 16.80 257.00 21800. .44 .000271 234. .88 450. 15231. 2.42 550. 1752 .4 .0 0 6335 . 1.05 550 . 3090.9 255.86 265. .085 2 TYPE= 257.07 6292. .060 0 4 TARGET= .07 .18 6046. 76 5. .085 .000 0 . 00 .171 .00 118. 240.20 1338.49 250.00 250 .00 1752.42 3090.91 *SECNO 11.820 2800 NAT Ql= NAT Ql= 11152. 8748.19 WSEL= 256.13 ENC Ql= RATIOS LOB ,CH,ROB= .2889 .0955 8748.19 .6 156 WSEL= WSEL= 257.13 257.13 RATIO = .0000 3470 ENCROACHMENT STATIONS= 11.82 16.97 257.27 1772 0. 49 76. 2127. . 59 1 .28 2.71 . 000386 10 /02 /94 SECNO Q TIME SLOPE 700 . 06:35:31 DEPTH QLOB VLOB XLOBL 850. CWSEL QCH VCH XLCH 3 164 .4 .00 10617. 1.28 650. CRIWS QROB VROB XLOBR 4889.8 256.13 3892. .085 2 WSELK ALOB XNL !TRIAL TYPE= 257.30 785. .060 0 EG ACH XNCH !DC 4 TARGET= . 04 . 23 8269. 974. .085 .000 HV AROB XNR !CONT 0 .00 HL VOL WTN CORAR .216 .00 142 . 240.30 1725.44 250.00 250.00 3164 .40 4889.84 OLOSS BANK ELEV TWA LEFT /RIGHT ELM IN SSTA TO PW ID ENDST PAGE 14 0 0 0 1 CCHV= .300 CEHV= .5 00 *SECNO 11.880 2800 NAT Ql= 12069.80 WSEL = 256 .23 ENC Ql= 12069 .80 WSEL= NAT Ql= 15379 . RATIOS LOB ,CH ,ROB= .0002 .7822 .2176 WSEL= 257.23 RATIO= 257 .23 .0000 3470 ENCROACHMENT STATIONS= 121.8 1946. 8 TYPE= 4 TARGET= . 215 11.88 17720. . 65 .000204 *SECNO 11.890 CAR TERS CREEK MAIN CHANNEL BRIDGE AND RCB-CARTERS CREEK AT HWY 30 RIVER STATION 11.88 19.38 257 .36 .00 256.23 257 .39 .03 .08 .00 0 . .07 300. 17666. 1. 33 300 . 54. .65 300. 0. .085 1 13284. .060 0 84. .085 0 1065. 154. .000 237.98 .00 1824.96 256 .14 251.34 121 .83 1946.79 2800 NAT Ql= 13605.22 WSEL= 256.24 ENC Ql= 17019.50 WSEL= NAT Ql = 17236. RATIOS LOB,CH ,ROB= .0002 .9874 .0124 WSEL= 257.24 RATIO= -.2510 257.24 3470 ENCROACHMENT STATIONS= 11.89 21.77 257 .39 17720. .67 . 000103 *SECNO 11.891 0. .00 65 . 17720. .97 65. 122 .0 .00 0. .00 65 . 2480.0 256.24 0. .085 1 TYPE= 257.40 18199 . .060 0 4 TARGET= .01 .01 o. 1088. .085 .000 0 . 00 .013 .00 157. 235.62 2358 .00 256.11 250.62 122.00 2480.00 2800 NAT Ql= 3820.07 WSEL = 256.21 ENC Ql = 5630.70 WSEL= NAT Ql= 5666. RATIOS LOB ,CH,ROB= .0000 .9937 .0063 WSEL= 257 .21 RATIO= -.4740 257 .21 3370 NORMAL BRIDGE ,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 11. 89 17720. .67 .000875 21.75 0 . .00 1. 257.37 17720. 1. 67 1. 122.0 .00 0. .00 1 . 2480 .0 TYPE= 256.21 0 . .085 1 257.42 10608. .060 0 4 TARGET= .04 .00 o. 1088. .085 .000 0 -7593.74 .006 .01 157. 235 .62 2 358.00 256.11 250 .62 122.00 2480.00 *SECNO 11.900 2800 NAT Ql = 3982.98 WSEL= 256.31 ENC Ql= 5847.38 .0068 WSEL= WSEL= 257 .31 RATIO= -.4681 NAT Ql= 5887. RATIOS LOB ,CH ,ROB= .0000 .9932 257 .31 1 0/02 /94 06:35:31 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL OLOSS BANK ELEV PAGE 15 0 0 0 Q TIME SLOPE QLOB VLOB XLOBL QCH VCH XLCH QROB VROB XLOBR ALOB XNL ITRIAL ACH XNCH IDC AROB XNR I CONT VOL WTN CORAR TWA LEFT /RIGHT ELMIN SSTA TOPWID ENDST 3370 NORMAL BRIDGE,NRD= 89 MIN ELTRD= 250.71 MAX ELLC= 257.26 3470 ENCROACHMENT STATIONS= 122.0 2480.0 TYPE = 4 TARGET = .007 11.90 21.79 257.41 .00 256.31 257.45 .04 .04 .00 256 .11 17720. 0. 17720. 0. 0. 10686. 0. 1100 . 1 60 . 250.62 .67 .00 1.66 .00 .085 .060 . 085 .000 235.62 122.00 . 000854 46 . 46. 46. 0 0 0 -7593.74 2358.00 2480.00 *SECNO 11.901 2800 NAT Ql= 13929.39 WSEL= 256 .38 ENC Ql= 17550.67 WSEL= 257.38 RATIO= -.2600 NAT Ql= 17555. RATIOS LOB ,CH,ROB= .0002 .9998 .0000 WSEL= 257.38 3470 ENCROACHM ENT STATIONS= 122.0 2480.0 TY PE= 4 TARGET= .000 3495 OVERBANK AREA ASSUMED NON-EFFECTIVE,ELLEA= 254.60 ELREA= 11.90 21.83 257.45 .00 256.38 257.46 .01 17720. 0. 17720. 0. 0. 18366. 0. .67 .00 .96 .00 .085 .060 .085 .000100 1. 1. 1. 2 0 0 *SECNO 11.910 2800 NAT Ql= 13798.34 WSEL = 256 .41 ENC Ql = 13798 .34 WSEL= NAT Ql= 17650. RATIOS LOB,CH,ROB= .4433 .1158 .4408 WSEL= 3280 CROSS SECTION 11.91 EXTENDED 1.46 FEET 70254.95 .00 .01 256.11 1100 . 160. 250.62 .000 235.62 122.00 .00 2358.00 2480.00 257.41 RATIO= 257.41 .0000 3470 ENCROACHMENT STATIONS= 781.1 3218.9 TYPE= 4 TARGET= .218 11.91 19.14 257.46 .00 256.41 257.47 .01 .01 .00 251.10 17720. 7577. 2624. 7519. 8683. 1926. 8615. 1128. 164. 251.10 . 69 .87 1.36 .87 .085 .060 .085 .000 238.32 781.15 . 000162 65 . 65 . 65. 0 0 0 .00 2437.79 3218 .94 *SECNO 11.95 0 2800 NAT Ql= 7179.82 WSEL= 256.45 ENC Ql= 7179 .82 WSEL= 257.45 RATIO= .0000 NAT Ql= 9636. RATIOS LOB, CH, ROB= .3416 .1192 .5391 WSEL = 257.45 3280 CROSS SECTION 11.95 EXTENDED .so FEET 1 0 0 0 10/02/94 SECNO Q TIME S LOPE 06:3S:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH 3470 E NCROACHMENT STATIONS= ll.9S 17720. . 73 .OOOS93 18.SO S778. l.SO 2 1 1. 2S7.SO 2816 . 3.21 211. CCHV= .100 CEHV= . 300 *SECNO 11.978 2800 NAT Ql= 7764.S4 WSEL= CRIWS QROB VROB XLOBR WSELK ALOB XNL !TRIAL EG ACH XNCH !DC 2382.S 4130.S TYPE= .00 2S6.4S 2S7 .SS 9127. 1.40 211. 3849. .08S 1 2S6 .S4 ENC Ql= 878 . . 060 0 HV AROB XNR !CONT HL VOL WTN CORAR 4 TARGET= . OS . 06 6S30. .08S 0 1202. .000 .00 OLOSS TWA ELM IN T O PW ID .2SS .02 BANK ELEV LEFT/RIGHT SSTA ENDST 2S2 .00 174. 2S2 .00 239.00 2382.S3 1747.97 4130.SO RATIO= .0000 NAT Ql= 10312. RATIOS LOB,CH ,ROB= .4124 .108S 7764.S4 .4791 WSEL= WSEL= 2S7 .S4 2S7.S4 3470 ENCROACHMENT S TATIONS= 2722.0 .00 8163. 1.43 148. 4271.9 2S6.S4 43S7. .080 TYPE= 2S7.63 823. .060 0 4 TARGET= .247 .00 179. 242.00 1S49.97 11.98 1S.S8 2S7.S8 17720. . 7S .OOOSlS CCHV= 7008. 1.61 148. .100 CEHV= *SECNO 11.980 2S49 . 3.10 148. . 300 1 .OS S726. .080 0 2800 NAT Ql= 7689 .SS WSEL= 2S6.S4 ENC Ql= 7689.SS WSEL= NAT Ql= 10217. RATIOS LOB,CH ,ROB = .4167 .1096 .4737 WSEL= .08 1239. .000 .00 2SO.OO 2SO.OO 2721.97 4271.94 2S7.S4 RATIO= 2S7.S4 .0000 3470 ENCROACHMENT STATIONS= 2722.S 4138.0 TYPE= 4 TARGET= . 247 11.98 17720 . . 7S . OOOS23 *SECNO 11.986 2800 NAT Ql= RIVER STATION 11.98 SECTION PRIOR TO CARTERS GROVE TRIB JUNCTION 1S.S8 2S7.S8 .00 2S6 .S4 2S7.64 .OS .01 .00 2SO.OO 7077. 2S73. 8070. 4360. 824. S310 . 1242. 180. 2SO.OO 1.62 3.12 l.S2 .080 .060 .080 .000 242.00 2722 .Sl 10 . 10. 10. 0 0 0 .00 141S.44 4137.9S 7723.84 WSEL= 2S6.S6 ENC Ql= 7723.84 WSEL= .0 0 00 NAT Ql= 10261. RATIOS LOB ,CH,ROB= .416S .1093 .4742 WSEL= 2S7.S6 RATIO= 2S7.S6 3470 ENCROACHMENT STATIONS= 2722 .2 4139.3 TYPE= 4 TARGET= .247 PAGE 16 11.99 17720. .76 .OOOS19 15.60 7074. 1. 62 30. 2S7.60 2S68. 3.11 30. .00 8078. 1. S2 30. 2S6.S6 4370. .080 0 2S7.6S 82S. .060 0 .OS S328. .08 0 0 .02 .00 2S0.00 1249. 181. 2SO.OO .000 242.00 2722.16 .00 1417.13 4139.29 0 1 0 0 10/02/94 SECNO Q TIME SLOPE 06:3S:31 DEPTH QLOB VLOB XLOBL CWSEL QCH VCH XLCH CRIWS QROB VROB XLOBR WSELK ALOB XNL ITRIAL EG ACH XNCH IDC HV AROB XNR I CONT HL VOL WTN CORAR OLOSS BANK ELEV TWA LEFT/RIGHT ELMIN SSTA TO PW ID ENDST *SECNO 11.988 2800 NAT Ql= NAT Ql= 10388. 782S.72 WSEL= 2S6.S6 ENC Ql= RATIOS LOB ,CH ,ROB= .4120 .1081 782S.72 . 4799 WSEL= WSEL= 2S7.S6 2S7 .S6 RATIO= .0000 3470 ENCROACHMENT STATIONS= 11.99 lS.61 2S7.61 17720. 7004. 2S36. .76 .OOOS06 1. 60 10. 3.07 10. 2721.1 .00 8180. 1. 42 10 . 4274 .1 2S6.S6 4382. .080 0 TYPE= 2S7.66 82S. .060 0 4 TARGET= .OS S769. .080 0 .01 12S2. .000 .00 . 247 .00 181. 242.00 1SS3.00 2S0.00 2SO.OO 2721.11 4274.10 *SECNO 12.031 2800 NAT Ql= S487.31 WSEL= 2S6.71 ENC Ql= S487.31 WSEL= 2S7.71 RATIO= 2S7.71 .0000 NAT Ql= 7461. RATIOS LOB,CH,ROB = 3280 CROSS SECTION 12.03 EXTENDE D 3470 ENCROACHMENT STATIONS= 12.03 14.90 2S7.7S 1772 0. 9368. 279S. . 79 2.09 3.74 .001026 238. 238. 19SS.7 .00 SSS7. 1.82 238. .SS49 .1164 .74 FEET 3274.9 2S6.71 4492. .080 1 TYPE= 2S7.84 747. .060 0 .3286 WSEL= 4 TARGET= . 09 .17 30S2. .080 0 1304 . .000 .00 .26S .01 189 . 242.8S 1319.21 2S2.00 2S2.00 19SS.72 3274.93 *SECNO 12.180 2800 NAT Ql= NAT Ql= 8S64. 6S89.12 WSEL= 2S7.09 ENC Ql= 6S89.12 WSEL= WSEL= 2S8.09 RATIO= .0000 RATIOS LOB,CH,ROB= .8866 .0606 .OS28 2S8.09 3470 ENCROACHMENT STATIONS= 12.18 17720. .8S 13.63 1S404. 1.96 2S8.13 1391. 3.30 2803.4 4047.7 TYPE= .00 2S7.09 2S8.20 924. 1.18 7847. .080 422 . .060 4 TARGET= . 07 . 36 782. . 080 1391. .000 .231 .00 2S0.00 203. 2SO.OO 244.SO 2803.40 PAGE 17 0 0 1 .000712 330. 430. 780 . 0 0 0 .00 1244.27 4047.66 *SECNO 12.370 28 00 NAT Ql= 7275.72 WSEL= 257 .68 ENC Ql= 7275.72 WSEL= 2 58 .68 RATIO= 258 .68 .0000 NAT Ql= 9423. RATIOS LOB ,CH,ROB= .3374 .5407 .1 2 18 WSEL= 3470 ENCROACHMENT STATIONS= 2554.0 3483.5 TYPE= 4 TARGET= .228 12.37 12.71 258.71 .0 0 257.68 258.82 .11 .61 .01 250 .00 17720 . 3915. 124 00. 1405. 2634. 4167. 831. 1569 . 22 5 . 2 5 0.00 .95 1. 49 2 .98 1.69 .080 .060 .0 80 .000 246.00 2554.02 .0005 87 925 . 1000. 752. 2 0 0 .00 929 .44 3483 .47 PROFILE FOR STREAM METHOD 4 PLOTTED POINTS (BY PRIORITY)-E-ENERGY ,W-WATER SURFACE ,I-INVERT ,C -CRITICAL W.S.,L-LEFT BANK,R-RIGHT BANK ,M-LOWER END STA ELE VATION 230. 23 5. 240 . 245 . 250. 2 55. 260 . 26 5 . 270. 275. SECNO CUMDIS 1 0 .56 0. c I L E M 50. c I L E M 1 00. c I L WE M 150. c I RL . WE .M 2 00. c I RL. WE .M 250. c I L . E .M 300. c I L. E .M 350. c I RL WE M 4 00. c I RL WE M 450. c I. RL WE M 500. c I. RL E M 550. c I. R.L E M 600. c I. R.L WE M 650. c I. R.L WE M 700 . c I. RL WE M 750 . c I RL E M 800. c I R L E M 850. c I R L WE. M 900. c I R L WE . M 950. c I R L WE. M 1 000. c I R L E. M 105 0. c . I R L E . M 1100. c 1150. c 1200. c 1250. c 1300. c 1350. c 1400. c 1450. c 1500. c 1550. c 1600. c 1650. c 1700. c 10.89 1750. c 1800. c 1850. c 1900. c 1950. c 2000. c 2050. c 2100. c 2150. c 2200. c 2250. c 10.99 2300. c 2350. c 2400. c 2450. c 2500. c 2550. c 2600. c 2650. c 2700. c 2750. c 2800. c 2850. c 2900. c 2950. c 11.13 3000. c 3050. c 3100. c 3150. c 3200. c 3250. c 3300. c . I . I . I . I . I I I I I I I -·~·-·.~,. ·:;.:;,_•\.:· •t.i"·.'-~-"..-,.:._.±,.;._,.-_~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I .R L .R L .R L .R L .R L .R L .R L .R L .R L R L R L R R R R R R R R R R R R R R L L L L L L L L L L L L L L R L R L R L R L R L R L R L R L RL RL RL RL L L L L L L L L WE WE E E E WE WE .E .E .E .WE .WE E E E E WE E E E E WE WE E E E WE WE E E E WE WE WE E E E WE WE E E WE WE WE E M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M M 33SO. c 34 00. c 34SO. c 3SOO. c 3SSO. c 3600. c 36SO. c 3700. c 37SO. c 3800. c 38SO. c 3900. c 39SO. c 4000. c 40SO. c 11.33 4100. c 41SO. c 4200. c 42SO. c 4300. c 43SO. c 4400. c 44SO. c 4SOO. c 4SSO. c 4600. c 46SO. c 4700. c 47SO. c 4800. c 48SO. c 4900. c 49SO. c sooo. c SOSO. C SlOO. c SlSO. c S200. c S2SO. c ll.S6 S300. c S3SO. c S400. c S4SO. c ssoo. c ssso. c I I I I I I I I I I I I I. I. I. I. I. I. I. I. I. I. I. I. I. I I I I I I I I I I I I I I I I I I I I L L L L L L L L. L. L. L. L. L. L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L E . WE. WE. WE. WE. WE WE WE WE W.E WE WE WE WE W E .WE .WE .WE • WE . WE .WE .WE .WE WE WE WE WE WE WE WE WE E E E E E WE WE E E E E E E E M M M M M M M M M M M M M M M M M M M . M . M. M. M. M. M M M M M M .M .M .M .M .M .M M M M M M M M M M 5600. c 5650. c 5700. c 5750. c 5800. c 11.66 5850. c 5900. c 5950. c 6000. c 6050. c 6100. c 6150. c 6200. c 6250. c 6300. c 6350. c 6400. c 6450. c 6500. c 6550. c 6600. c 6650. c 11. 82 6700. c 6750. c 6800. c 6850. c 6900. c 6950. c 11.88 7000. c 11.89 11.89 11.90 11.90 11.91 7050. 7100. 7150. 7200. 7250. c c c c c 7300. c 7350. c 11.95 7400. c 7450. c 7500. c 11.98 7550. c 11.98 7600. c 11.99 7650. c 11.99 7700. c 7750. c 12.03 7800. c .I . I . I . I I I I I I I I I I I I I I I I I I I I I I I . I . I . I . I . I . I . I . I . I I I. I I I I I I I I L L L L L L L L L L L L L L L L L L L L L L L R L .R L . R L R L . R .R . R . R R L .L L L L L .L R L L L L L L E E E E E E E E E E E E E E E E E E E WE WE E E E E E E E L E L E L E L E L E M E M E M E ME E E EM EM EM EM EM MWE M. M . M. M . M . M M M . M M M M M M. M. M M M M M M M M M M M M M M M M M M 1 7850. c I 7900. c I 7950. c I 8000. c I 8050. c I 8100. c I 8150 . c I 8200 . c I. 12 .18 8250. c I. 8300 . c I. 8350. c I . 8400. c I . 8450. c I 8500 . c I 8550. c I 8600. c I 8650. c I 8700 . c I 8750 . c . I 8800. c . I 8850. c . I 8900. c . I 8950. c . I 9000. c . I 9050. c . I 9100. c 9150. c 9200. c 12.37 9250. c 10/0 2 /9 4 06:35:31 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR -01,02,03,04,05,06 MODIFICATION -50,51,52,53,54,55,56 IBM-PC -XT VERSION ************************************************** L EM L E M L E M L E M L E M. .L E M .L E M L E M L E M L E M L WE M L WE M L WE M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M L E M I L E M I L WE M I L WE M I L WE M THIS RUN EXECUTED 10/02/94 NOTE -ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PAGE 18 06:35:56 METHOD 4 SUMMARY PRINTOUT SECNO SSTA ENDST TO PW ID 10.560 1925.00 4341.25 2416.25 10.560 2469.52 3949.94 1480.41 10 .890 2041.01 6154.59 2826.75 10.890 2143.31 3602.43 1459 .12 10.990 2470.17 4573 .75 2103.58 10 .990 2800.38 4073.21 1272.83 11.130 1325.76 3008.03 1682 .26 11.130 1446.08 2505.49 1059.41 11.330 1256.38 2607.58 1351.21 11.330 1567.03 2323.23 756.20 11.560 1153.84 3245.90 2092.05 11.56 0 1171.95 2460.38 1288.43 11.660 1662.82 3998.90 2336.08 11.660 1752.42 3090.91 1338.49 11.820 2972.62 5295.92 2323.30 11.820 3164.40 4889.84 1725.44 11.880 118.55 2589.58 2471.03 11. 880 121 .83 1946.79 1824.96 11.890 116.98 2589.90 2472.92 11.890 122.00 2480.00 2358.00 11.891 118.22 2589.31 2471.08 11.891 122.00 2480.00 2358.00 1 10 /02 /94 06:35 :31 PAGE 19 SECNO SSTA ENDST TO PW ID 11.900 114.63 2591.02 2476.40 11.900 122.00 2480.00 2358.00 11.901 112.08 2480 .00 2367.92 11.901 122.00 2480 .00 2358.00 11.910 94.67 3985.00 3890.33 11.910 781.15 3218.94 2437.79 11.950 2140.73 5 1 81.35 2869.14 11. 950 2382.53 4130 .50 1747.97 11.978 2385.70 5397 .77 2879.31 11 . 978 2721.97 4271.94 1549.97 11.980 2385.61 5398.80 2880.57 11 .980 2722 .51 4 1 37.95 1415.44 11.986 2385.38 5401.49 2883.90 11.986 2722.16 4139 .29 1417.13 11.988 2385.29 5402.53 2885.19 11.988 2721.11 4274.10 1553.00 12.031 1564.78 3905 .51 2242 .02 12.03 1 1955.72 . 3274 .93 1319 .21 12.180 2193.27 4235.92 2042.65 12.180 2803.40 4047.66 1244.27 12.370 1556.53 3775.83 2219.30 12.370 2554.02 3483.47 929.44 1 10 /02 /94 06:35:31 PAGE 20 SUMMARY OF ERRORS AND SPECIAL NOTES 1 1 10/02/94 06:35:31 FLOODWAY DATA, PROFILE NO. 2 METHOD 4 -------FLOODWAY -------WATER SURFACE ELEVATION STATION 10.560 10.890 10.990 11.130 11. 330 11.560 11. 660 11.820 11.880 11.890 11.891 11.900 11.901 11. 910 11. 950 11.978 11.980 11. 986 11.988 12.031 12.180 12.370 10/02/94 WIDTH 1480. 1459. 1273. 1059. 756. 1288. 1338. 1725. 1825. 2358. 2358. 2358. 2358. 2438. 1748. 1550. 1415. 1417. 1553. 1319. 1244. 929. 06:35:57 SECTION AREA 5742. 8451. 7081. 6624. 4454. 11797. 12603. 12946. 13368. 18199. 10608. 10686. 18366. 19224. 11257. 10906. 10494. 10522. 10975. 8292. 9050. 7633. MEAN WITH WITHOUT DIFFERENCE VELOCITY FLOODWAY FLOODWAY 3.8 247.3 246.3 1. 0 2.6 250.9 249.9 1.0 3.1 251.9 250.9 1.0 3.3 253.2 252.2 1.0 4.9 255.2 254.2 1. 0 1. 8 256.8 255.7 1.1 1.7 257.0 255.9 1.1 1. 4 257.2 256.1 1.1 1. 3 257.3 256.2 1.1 1. 0 257.3 256.2 1.1 1. 7 257.4 256.2 1. 2 1. 7 257.4 256.3 1.1 1.0 257.5 256.4 1.1 . 9 257.5 256.4 1.1 1. 6 257.5 256.5 1. 0 1.6 257.5 256.5 1.0 1. 7 257.5 256.5 1. 0 1.7 257.6 256.6 1. 0 1.6 257.6 256.6 1. 0 2.1 257.7 256.7 1. 0 2.0 258.1 257.1 1. 0 2.3 258.7 257.7 1.0 ************************************************** HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 PAGE 21 PAGE 1 THIS RUN EXECUTED 10/02/94 06:35:57 Appendix "M" HEC-2 Flood Plain Analyses For Carter's Grove Tributary (Current FEMA) Appendix "M" ENGINEERING DATA SYSTEMS CORPORATION Water Surface Profiling Summary Report Date 10/05/94 Time 14:14:15 File CGEXIST.WPS Report Page 1 PROJECT: Carter's Grove Existing Conditions Sec zas Dep zc EGLas Qlob Qch Qr ob Vch Wwet ft ft ft ft cf s cf s cf s ft/s ft 1 256 .31 17.99 242.64 256.31 1415.53 24.37 20.10 0.03 3875.87 2 256.30 6.46 254.55 256.32 929.18 280.41 250.42 1.56 881. 89 3 256.35 5.17 255.39 256.45 436.83 612.98 410.20 3.43 459.77 4 256 .31 3.84 256.31 258.14 0.00 1460.00 0.00 10.86 36 .78 5 257.67 5.24 255.80 258.34 0.30 1459.70 o.oo 6 .53 65.46 6 257.71 5. 36 255.72 258.34 0.27 1459.73 0.00 6 .40 77.64 7 258.84 6.41 255.80 259.14 168.38 1291.07 0.55 4.69 317.77 8 258.98 6.55 255.80 259.15 387.24 1061.51 11.26 3 .77 434.37 9 259 .03 6.68 255.68 259.18 446 .14 1005.25 8.61 3.49 465.57 10 259.21 6.27 257.29 259.25 917.60 477.10 65.30 1.89 472.75 ENGINEERING DATA SYSTEMS CORPORATION Water Surface Profiling Detailed Report Date 10/05/94 File CGEXIST.WPS Time 14:16:57 Report Page 1 PROJECT: Carter's Grove Existing Conditions Section 1 Channel Station O + 00 Lft Ob Channel Rgt Ob Q cf s 1415.53 24.37 20.10 AREA ft-2 20626.36 855.14 550.58 VEL ft/s 0.07 0.03 0.04 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 256.31 ft 17.99 ft 256.31 ft 0.00 ft 238.32 ft 4.90 % 0.00 ft 0.00 ft 3875.87 ft 3875.87 ft Cross Section Groundshots <ft> 1 600.0 5 1001. 0 9 1078.0 13 1624.0 17 2074.0 21 2627.0 25 2706.0 29 2900.0 33 3360.0 37 3970.0 41 4175.0 45 4352.0 257.6 2 253.0 6 244.4 10 249.3 14 249.8 18 250.8 22 251.1 26 252.0 30 250.0 34 251. 0 38 252.0 42 253.3 46 707.0 1055.0 1195.0 1714.0 2214.0 2648.0 2762.0 3125.0 3500.0 4015.0 4235.0 4407.0 256.3 3 252.9 7 251. 7 11 248 .5 15 250.2 19 248.4 23 250.3 27 250.0 31 248.6 35 252.4 39 252.0 43 254 .0 47 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 3433.72 169.73 284.16 ft 5423516.50 93365.85 77000.30 0 .0200 0.0400 0.0200 1. 00 1. 00 1. 00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW 242.64 ft 240 .55 ft o.oo ft/s 1. 05 702.24 ft METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 4578.11 ft N I A Jump Elevation Station of Jump 778.0 1061.0 1315.0 1810.0 2356.0 2663.0 2840.0 3135.0 3600.0 4045.0 4282.0 4542.0 255.9 4 248.2 8 251.1 12 248.6 16 250.1 20 239.1 24 249.5 28 248.0 32 248.9 36 252.4 40 248.0 44 256.0 48 900.0 1067.0 1470.0 1931.0 2500.0 2693.0 2870.0 3152.0 3800.0 4125.0 4294.0 4775.0 N I A N I A 254.8 248.2 250.3 249.0 251.1 238.3 249.6 248.0 250.0 251. 8 251. 7 258.0 Date 10/05/94 File CGEXIST.WPS Time 14:16:58 Report Page 2 PROJECT: Carter's Grove Existing Conditions Section 2 Channel Q Station 2 + 35 AREA ft~2 Lf t Ob Channel Rgt Ob cfs 929.18 280.41 250.42 1032.17 180.18 350.12 VEL ft/s 0.90 1. 56 0.72 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 256.30 ft 6.46 ft 256.32 ft 0.01 ft 249.84 ft 4.90 % 0.00 ft 0.00 ft 881. 89 ft 881. 89 ft Cross Section Groundshots <ft> 1 660.0 5 764.0 9 960.0 13 1122.0 17 1310.0 21 1392.0 25 1700.0 257.6 2 252.0 6 253.6 10 255.0 14 250.7 18 255.1 22 257.0 720.0 798.0 980.0 1163.0 1322.0 1470.0 257.3 3 255.0 7 253.6 11 254.0 15 249.8 19 254.3 23 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 575.30 37.56 272.21 63094.77 19040.60 17004.18 ft 0.0400 538.00 0.0400 235.00 0.0400 50.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW 254.55 ft 253.44 ft 0.02 ft/s 1. 22 727.30 ft METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 1609.19 ft N I A Jump Elevation Station of Jump 745.0 845.0 1000.0 1252.0 1332.0 1538.0 254.0 4 254.0 8 256.0 12 254.9 16 250.6 20 255.0 24 760.0 890.0 1046.0 1302.0 1337.0 1570.0 N I A N I A 252.0 253.7 256 .0 254.9 254.7 256.0 Date 10/05/94 File CGEXIST.WPS Time 14:17:00 Report Page 3 PROJECT: Carter's Grove Existing Conditions Section 3 Channel Station 4 + 35 Lf t Ob Channel Rgt Ob Q cf s 436.83 612.98 410.20 AREA ft-2 281.10 178.61 250.57 VEL ft/s 1. 55 3.43 1. 64 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 256.35 ft 5.17 ft 256.45 ft 0.13 ft 251.18 ft 0.67 % 0.11 ft 0.02 ft 459.77 ft 459.77 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE 12612.33 17698.20 11843.49 n 0.0400 0.0400 0.0400 RCH LGTH ft 400.00 200.00 50.00 WET PERM ft 229.53 41.00 190.28 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.39 ft 255.42 ft 0.10 ft/s 1. 52 945.48 ft 1405.25 ft N I A N I A N I A 1 830.0 5 1210.0 9 1430.0 258.0 2 970.0 251.2 6 1215.0 258.0 256.0 3 1175.0 254.0 7 1250.0 254.0 4 1190.0 254.4 8 1400.0 251. 2 256.0 Date 10/05/94 File CGEXIST.WPS Time 14:17:02 Report Page 4 PROJECT: Carter's Grove Existing Conditions Section 4 Channel Station 6 + 85 Discharge 1460.00 cf s Q AREA VEL CONVEYANCE n RCH LGTH WET PERM cf s ft-2 ft/s ft ft Lf t Ob 0.00 0.00 0.00 0.00 0.0130 250.00 0.00 Channel 1460.00 134.48 10.86 14445.24 0.0300 250.00 42.11 Rgt Ob 0.00 0.00 Water Elevation zas 256.31 Depth Dep 3.84 Energy Grade Line-EGLas 258.14 Energy Loss ht 1.69 Min of Elev Shot zmin 252.47 Channel Slope Sch 0.52 Energy Loss Fr hf 2.55 Energy Loss Eddy ho 0.01 Wetted Width Wwet 36.78 Ave Reach Lgth Lave 36.78 Cross Section Groundshots <ft> 1 1000.0 5 1240.0 9 1465.0 260.0 2 1020.0 252.5 6 1257.0 259.0 0.00 0.00 0.0150 250.00 o.oo ft critical Water zc 256.31 ft ft Normal water zn 257.24 ft ft Flow CRITICAL FLOW ft METHOD Average Conveyance ft Velocity Head Hv 1. 83 ft/s 9.:-0 Velocity Coeff alpha 1. 00 ft Offs Lft Water Line xlw 1221. 63 ft ft Offs Rgt Water Line xrw 1258.40 ft ft Jump Loss hjump N I A ft Jump Elevation zjump N I A station of Jump Ljump N I A 258.0 3 1221.0 252.5 7 1259.0 258.0 4 1223.0 257.9 8 1300.0 252.5 258.1 Date 10/05/94 File CGEXIST.WPS Time 14:17:03 Report Page 5 PROJECT: Carter's Grove Existing Conditions Section 5 Channel Station 7 + 04 AREA ft-2 0.58 Lf t Ob Channel Rgt Ob Q cf s 0.30 1459.70 0.00 223.41 0.00 VEL ft/s 0.52 6.53 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 257.67 ft 5.24 ft 258.34 ft 0.20 ft 252.43 ft -0.21 % 0.08 ft 0.12 ft 65.46 ft 65.46 ft Cross Section Groundshots <ft> 1 5 9 1000.0 1217.0 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 252.4 259.0 3 7 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft ft 5.99 29258.49 0.00 0.0130 19.00 21. 26 51. 97 0.00 0.0300 19.00 0.0150 19.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.80 ft 0.00 ft 0.66 ft/s 1. 00 1145.66 ft 1259.61 ft N I A N I A N I A 1165.0 1258.0 257.6 252.4 4 8 1215.0 1260.0 259.0 258.9 Date 10/05/94 File CGEXIST.WPS Time 14:17:05 Report Page 6 PROJECT: Carter's Grove Existing Conditions Section 6 Channel Station 7 + 05 AREA ft-2 1.43 Lft Ob Channel Rgt Ob Q cf s 0.27 1459.73 0.00 228.22 0.00 VEL ft/s 0.19 6.40 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 257.71 ft 5.36 ft 258.34 ft 0.00 ft 252.35 ft -8.00 % o.oo ft o.oo ft 77.64 ft 77.64 ft Cross Section Groundshots <ft> 1 1000.0 5 1217.0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 33.41 52.19 0.00 ft 12.99 69761. 95 o.oo 0.0200 1.00 0.0130 1.00 0.0200 1.00 critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.72 ft 0.00 ft 0.64 ft/s 1. 01 1134.60 ft 1259.63 ft N I A N I A N I A 1165.0 1258.0 257.6 4 252.4 8 1215.0 1260.0 259.0 258.9 Date 10/05/94 File CGEXIST.WPS Time 14:17:10 Report Page 7 PROJECT: Carter's Grove Existing Conditions Section 7 Culvert Station 7 + 40 Lf t Ob Channel Rgt Ob Culvert Overflw Q cfs 168.38 1291. 07 0.55 721.69 738.31 AREA ft-2 169.94 275.19 3.99 VEL ft/s 0.99 4.69 0.14 7.52 4.24 96.00 173.93 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 258.84 ft 6.41 ft 259.14 ft 0.80 ft 252.43 ft 0.23 % 0.01 ft 0.00 ft 317.77 ft 317.77 ft Flow Type OUTLET CONTROL FFt & OVERFLOW CULVERT REPORT Tail Water Critical depth Inlet ctrl EGL Outlet Ctrl EGL Exit loss Friction loss Entrance loss Culvert Depth U/s Inv Elev TW ye EGLic EGLoc Lx Lf Le D ziu 5.36 3.04 259.04 259.14 0.24 0.12 0.44 4.00 252.43 ft ft ft ft ft ft ft ft ft Inlet, Equation type, and Coefficients Type R.BOX Odeg Wingwall Flares Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 12090.57 92703.24 39.39 N/A N/A 0.0200 0.0130 0.0200 0.0130 N/A ft 35.00 35.00 35.00 35.00 35.00 190.44 54.40 82.46 80.00 N/A Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump D/s EGL Normal depth Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump EGLds Inlet Crtl dischg Outlet Ctrl dischg Culvert length Culvert slope Length full yn Qic Qoc Lev Scv Lfull Lcorr Acv Length Corrected Culvert Area 255.80 ft 255.62 ft 0.30 ft/s 1. 85 1017.45 ft 1370.85 ft N I A N I A N I A 258.34 ft 3.88 ft 212.99 cfs 180.42 cfs 35.00 ft 0.23 % 35.00 ft 35.00 ft 24.00 ft-2 Eq 1 Coefs { K=0.0610; M=0.7500; c=0.0423; Y=0.8200 } OVERFLOW REPORT ovrf l dischrg U/s Wa Surf U/s Vel Head Ef f Weir Lgth Qovf zus Hvus Leff 738.31 cfs 258.84 ft 0.30 ft 452.11 ft Crest elevation D/s Wa Surf Overflow Vel zcrest zds Vovf 257.62 ft 257.71 ft 4.24 ft/s continuing of printing cross section detailed Date 10/05/94 File CGEXIST.WPS PROJECT: Carter's Grove Existing Conditions Cross Section Groundshots <ft> 1 1000.0 5 1217.0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 1165.0 1258.0 Time 14:17:24 Report Page 8 257.6 4 1215.0 252.4 8 1260.0 259.0 258.9 Date 10/05/94 File CGEXIST.WPS Time 14:17:24 Report Page 9 PROJECT: Carter's Grove Existing Conditions Section 8 Channel Station 7 + 41 Lf t Ob Channel Rgt Ob Q cf s 387.24 1061.51 11. 26 AREA ft-2 197.19 281. 51 23.81 VEL ft/s 1. 96 3.77 0.47 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 258.98 ft 6.55 ft 259.15 ft 0.01 ft 252.43 ft 0.00 % 0.00 ft 0.01 ft 434.37 ft 434.37 ft Cross Section Groundshots <ft> 1 1000.0 5 1217.0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 197.51 54.65 191. 94 15172.11 41590.55 441. 06 0.0200 0.0300 0.0200 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump ft 1. 00 1. 00 1. 00 255.80 ft 0.00 ft 0.18 ft/s 1. 35 1015.34 ft 1451.94 ft N I A N I A N I A 1165.0 1258.0 257.6 4 252.4 8 1215.0 1260.0 259.0 258.9 Date 10/05/94 File CGEXIST.WPS Time 14:17 :39 Report Page 10 PROJECT: Carter's Grove Existing Conditions Section 9 Channel Station 7 + 76 AREA ft~2 Lf t Ob Channel Rgt Ob Q cf s 446.14 1005.25 8 .61 239.98 287.92 22.04 VEL ft/s 1.86 3.49 0.39 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 259.03 ft 6.68 ft 259.18 ft 0.02 ft 252.35 ft -0.23 % 0.02 ft 0.00 ft 465.57 ft 465.57 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 218 .60 54.05 203.00 ft 19305.56 43499.68 372.66 0.0200 40.00 0.0300 35.00 0.0200 35.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255 .68 ft o.oo ft 0.15 ft/s 1.34 1019.43 ft 1485 .00 ft N I A N I A N I A 1 1000.0 5 1260.0 260.0 2 1040.0 252.4 6 1281.0 258.0 3 1238.0 252.4 7 1282.0 257.7 4 1239.0 258.8 8 1485.0 252.4 259.0 Date 10/05/94 File CGEXIST.WPS Time 14:17:46 Report Page 11 PROJECT: Carter's Grove Existing Conditions Section 10 Channel Station 10 + 76 Lf t Ob Channel Rgt Ob Q cfs 917.60 477.10 65.30 AREA ft-2 593.41 252.41 64.37 VEL ft/s 1. 55 1.89 1. 01 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 259.21 ft 6.27 ft 259.25 ft 0.08 ft 252.94 ft 0.20 % 0.07 ft 0.01 ft 472.75 ft 472.75 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 343.06 50.50 79.91 70300.30 36552.57 5002.72 ft 0.0200 180.00 0.0300 300.00 0.0200 280.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 257.29 ft 257.72 ft 0.04 ft/s 1. 06 1066.96 ft 1539.71 ft N I A N I A N I A 1 1000.0 5 1445.0 260.0 2 1170.0 252.9 6 1460.0 258.0 3 1410.0 256.0 7 1470.0 256.0 4 1435.0 258.0 8 1585.0 252.9 260.0 Appendix "N" HEC-2 Floodway Analvses For Carter's Grove Tributary (Existing Conditions) Appendix "N" ENGINEERING DATA SYSTEMS CORPORATION Water Surface Profiling Summary Report Date 10/05/94 Time 14:43:27 File GIN.WPS Report Page 1 PROJECT: Carter's Grove With Encroachments Sec zas Dep zc EGLas Qlob Qch Qr ob Vch Wwet ft ft ft ft cf s cfs cf s ft/s ft 1 256.31 17.99 242.64 256.31 1415.53 24.37 20.10 0.03 3875.87 2 255.10 5.26 254.93 256.83 0.00 1460.00 0.00 10.57 682.92 3 257.39 6.21 255.34 257.42 561.15 407.87 490.99 1. 85 548.19 4 256 .37 3.90 256.31 258.14 0.00 1460.00 0.00 10.67 36.82 5 257.67 5.24 255.80 258.33 0.20 1459.80 0.00 6.54 62.40 6 257 .70 5.35 255.72 258.34 0.21 1459.79 0.00 6.41 74.70 7 258 .68 6.25 255.80 259.14 0.00 1460.00 o.oo 5.45 227.29 8 258.68 6.25 255.80 259.14 o.oo 1460.00 o.oo 5.44 227.33 9 258.75 6.40 255.68 259.19 0.00 1460.00 0.00 5.29 257.03 10 259.13 6.19 257.15 259.66 0.00 1460.00 0.00 5.88 460.68 ENGINEERING DATA SYSTEMS CORPORATION Water Surface Profiling Detailed Report Date 10/06/94 File GIN.WPS Time 15:46:18 Report Page 1 PROJECT: Carter's Grove With Encroachments Section 1 Channel Station O + 00 Lf t Ob Channel Rgt Ob Q cf s 1415.53 24.37 20.10 AREA ft -2 20626.36 855 .14 550 .58 VEL ft/s 0.07 0.03 0.04 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 256.31 ft 17.99 ft 256.31 ft 0.00 ft 238.32 ft 4.90 % 0.00 ft o.oo ft 3875.87 ft 3875.87 ft Cross Section Groundshots <ft> 1 600.0 5 1001.0 9 1078.0 13 1624.0 17 2074.0 21 2627.0 25 2706.0 29 2900.0 33 3360.0 37 3970.0 41 4175.0 45 4352.0 257.6 2 253.0 6 244.4 10 249.3 14 249.8 18 250.8 22 251.1 26 252.0 30 250.0 34 251. 0 38 252.0 42 253.3 46 707.0 1055.0 1195.0 1714.0 2214.0 2648.0 2762.0 3125.0 3500.0 4015.0 4235.0 4407.0 256.3 3 252.9 7 251. 7 11 248.5 15 250.2 19 248.4 23 250.3 27 250.0 31 248.6 35 252.4 39 252.0 43 254.0 47 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 3433 .72 169 .73 284 .16 ft 5423516.50 93365.85 77000.30 0.0200 0.0400 0.0200 1. 00 1. 00 1. 00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW 242.64 ft 240.55 ft o.oo ft/s 1. 05 702.24 ft METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 4578.11 ft N I A Jump Elevation Station of Jump 778.0 1061.0 1315.0 1810.0 2356.0 2663.0 2840.0 3135.0 3600.0 4045.0 4282.0 4542.0 255.9 4 248 .2 8 251.1 12 248.6 16 250.l 20 239.1 24 249.5 28 248.0 32 248.9 36 252.4 40 248.0 44 256 .0 48 900.0 1067.0 1470.0 1931.0 2500.0 2693.0 2870.0 3152.0 3800.0 4125.0 4294.0 4775 .0 N I A N I A 254.8 248.2 250.3 249.0 251.1 238.3 249.6 248.0 250.0 251.8 251. 7 258.0 Date 10/06/94 File GIN.WPS Time 15:46:23 Report Page 2 PROJECT: Carter's Grove With Encroachments Section 2 Channel Station 2 + 35 AREA ft-2 0.00 Lf t Ob Channel Rgt Ob Q cf s 0 .00 1460.00 0.00 138.17 0.00 VEL ft/s 0.00 10.57 o.oo Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 255.10 ft 5.26 ft 256.83 ft 0.52 ft 249.84 ft 4.90 % 0.00 ft 0.52 ft 682.92 ft 682.92 ft Cross Section Groundshots <ft> 1 660.0 5 764.0 9 960.0 13 1122.0 17 1310.0 21 1392.0 25 1700.0 257.6 2 252.0 6 253.6 10 255.0 14 250.7 18 255.1 22 257.0 720.0 798.0 980.0 1163.0 1322.0 1470.0 257.3 3 255.0 7 253.6 11 254.0 15 249.8 19 254.3 23 Discharge 1460.00 cfs CONVEYANCE 0.00 12233.30 0.00 n 0.0400 0.0400 0.0400 RCH LGTH ft 538.00 235.00 50.00 WET PERM ft 444.13 37.56 204.25 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW 254 .93 ft 253 .71 ft 1. 73 ft/s 1. 00 736.53 ft METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 1541. 24 ft N I A Jump Elevation Station of Jump 745.0 845.0 1000.0 1252.0 1332.0 1538.0 254.0 4 254.0 8 256.0 12 254.9 16 250.6 20 255.0 24 760.0 890.0 1046.0 1302.0 1337.0 1570.0 N I A N I A 252.0 253.7 256.0 254.9 254.7 256.0 Date 10/06/94 File GIN .WPS Time 15:46:24 Report Page 3 PROJECT: Carter's Grove With Encroachments Section 3 Channel Station 4 + 35 Lf t Ob Channel Rgt Ob Q cfs 561.15 407.87 490.99 AREA ft-2 557.72 220.22 456.59 VEL ft/s 1. 01 1. 85 1. 08 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 257.39 ft 6.21 ft 257.42 ft 0.58 ft 251.18 ft 0.67 % 0.17 ft 0.17 ft 548.19 ft 548.19 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 302.35 41. 00 205.91 34519.34 25090.27 30203.30 ft 0.0400 400.00 0.0400 200.00 0.0400 50.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.34 ft 256.35 ft 0.03 ft/s 1.24 872.67 ft 1420.86 ft N I A N I A N I A 1 830.0 5 1210.0 9 1430.0 258.0 2 970.0 251.2 6 1215.0 258.0 256.0 3 1175.0 254.0 7 1250.0 254.0 4 1190.0 254.4 8 1400.0 251. 2 256.0 Date 10/06/94 File GIN.WPS Time 15:46:26 Report Page 4 PROJECT: Carter's Grove With Encroachments Section 4 Channel Station 6 + 85 Discharge 1460.00 cf s Q AREA VEL CONVEYANCE n RCH LGTH WET PERM cfs ft-2 ft/s ft ft Lf t Ob 0.00 o .oo 0.00 0 .00 0 .0130 250.00 0 .00 Channel 1460.00 136.84 10.67 14836.93 0.0300 250.00 42.25 Rgt Ob 0.00 0.00 Water Elevation zas 256 .37 Depth Dep 3.90 Energy Grade Line-EGLas 258.14 Energy Loss ht 0 .72 Min of Elev Shot zmin 252.47 Channel Slope Sch 0.52 Energy Loss Fr hf 0.19 Energy Loss Eddy ho 0.52 Wetted Width Wwet 36.82 Ave Reach Lgth Lave 36.82 Cross Section Groundshots <ft> 1 1000.0 5 1240.0 9 1465.0 260.0 2 1020.0 252.5 6 1257 .0 259.0 0.00 o.oo 0.0150 250.00 0.00 ft Critical Water zc 256.31 ft ft Normal water zn 257 .24 ft ft Flow SUBCRITICAL FLOW ft METHOD Average Conveyance ft Velocity Head Hv 1. 77 ft/s ~ 0 Velocity Coeff alpha 1. 00 ft Offs Lft Water Line xlw 1221.60 ft ft Offs Rgt Water Line xrw 1258.43 ft ft Jump Loss hjump N I A ft Jump Elevation zjump N I A Station of Jump Ljump N I A 258.0 3 1221.0 252.5 7 1259.0 258 .0 4 1223 .0 257.9 8 1300 .0 252 .5 258.1 Date 10/06/94 File GIN.WPS Time 15:46:31 Report Page 5 PROJECT: Carter's Grove With Encroachments Section 5 Channel Station 7 + 04 AREA ft-2 0.42 Lf t Ob Channel Rgt Ob Q cf s 0.20 1459.80 0.00 223.06 0.00 VEL ft/s 0.47 6.54 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 257.67 ft 5.24 ft 258.33 ft 0.19 ft 252.43 ft -0.21 % 0.08 ft 0.11 ft 62.40 ft 62.40 ft Cross Section Groundshots <ft> 1 1000.0 5 1217.0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 18.21 51. 95 0.00 ft 3.96 29189.28 0.00 0.0130 19.00 0.0300 19.00 0.0150 19.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.80 ft 0.00 ft 0.66 ft/s 1. 00 1148.43 ft 1259.61 ft N I A N I A N I A 1165.0 1258.0 257.6 4 252.4 8 1215.0 1260.0 259.0 258.9 Date 10/06/94 File GIN.WPS Time 15:46:32 Report Page 6 PROJECT: Carter's Grove With Encroachments Section 6 Channel Station 7 + 05 AREA ft~2 1.19 Lf t Ob Channel Rgt Ob Q cf s 0.21 1459.79 0.00 227.89 0.00 VEL ft/s 0.18 6.41 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 257.70 ft 5. 35 ft 258.34 ft o.oo ft 252.35 ft -8.00 % o.oo ft 0.00 ft 74.70 ft 74.70 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 30.48 52.17 0.00 ft 10.17 69606.83 0.00 0.0200 1.00 0.0130 1.00 0.0200 1.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.72 ft 0.00 ft 0.64 ft/s 1. 01 1137.27 ft 1259.62 ft N I A N I A N I A 1 1000.0 5 1217.0 9 1315.0 260.0 2 1030.0 252.4 6 1240.0 258.7 10 1465.0 258.0 3 1165.0 252.4 7 1258.0 259.0 257.6 4 1215.0 252.4 8 1260.0 259.0 258.9 Date 10/06/94 File GIN .WPS Time 15:46:34 Report Page 7 PROJECT: Carter's Grove With Encroachments Section 7 Culvert Station 7 + 40 AREA ft~2 0.00 Lf t Ob Channel Rgt Ob Culvert overf lw Q cf s 0.00 1460.00 0.00 723.21 736.79 268.12 o.oo 96.00 140.55 VEL ft/s 0.00 5.45 o.oo 7.53 5.24 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 258.68 ft 6.25 ft 259.14 ft 0.80 ft 252.43 ft 0.23 % 0.01 ft 0.00 ft 227.29 ft 227.29 ft Flow Type OUTLET CONTROL FFt & OVERFLOW CULVERT REPORT Tail Water Critical depth Inlet ctrl EGL Outlet Ctrl EGL Exit loss Friction loss Entrance loss Culvert Depth U/s Inv Elev TW ye EGLic EGLoc Lx Lf Le D ziu 5.35 3.04 259.04 259.14 0.24 0.12 0.44 4.00 252.43 ft ft ft ft ft ft ft ft ft Inlet, Equation type, and Coefficients Type R.BOX Odeg Wingwall Flares Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 182 .52 54 .07 0.00 80 .00 N/A 0 .00 89128.77 0.00 N/A N/A 0.0200 0.0130 0.0200 0.0130 N/A ft 35.00 35 .00 35.00 35 .00 35 .00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump D/s EGL Normal depth Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump EGLds Inlet Crtl dischg Outlet Ctrl dischg Culvert length Culvert slope Length full yn Qic Qoc Lev Scv Lfull Lcorr Acv Length Corrected Culvert Area 255.80 ft 255.62 ft 0.46 ft/s 1. 00 1019.81 ft 1259.92 ft N I A N I A N I A 258 .34 ft 3.88 ft 212.99 cfs 180.80 cfs 35.00 ft 0.23 % 35.00 ft 35.00 ft 24.00 ft ~2 Eq 1 Coefs { K=0.0610; M=0.7500; c=0.0423; Y=0.8200 } OVERFLOW REPORT Ovrf l dischrg U/s Wa Surf U/s Vel Head Ef f Weir Lgth Qovf zus Hvus Leff 736.79 cfs 258.68 ft 0.46 ft 452.09 ft Crest elevation D/s Wa Surf Overflow Vel zcrest zds Vovf 257.62 ft 257.70 ft 5.24 ft/s continuing of printing cross section detailed Date 10/06/94 File GIN.WPS PROJECT: Carter's Grove With Encroachments Cross Section Groundshots <ft> 1 1000.0 5 1217. 0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 1165.0 1258.0 Time 15:46:45 Report Page 8 257.6 4 1215.0 252.4 8 1260.0 259.0 258.9 Date 10/06/94 File GIN .WPS Time 15:46:46 Report Page 9 PROJECT: Carter's Grove With Encroachments Section 8 Channel Station 7 + 41 AREA ft~2 0.00 Lft Ob Channel Rgt Ob Q cf s o.oo 1460.00 0.00 268.16 0.00 VEL ft/s 0.00 5.44 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 258.68 ft 6.25 ft 259.14 ft 0.00 ft 252.43 ft 0.00 % 0.00 ft o.oo ft 227.33 ft 227.33 ft Cross Section Groundshots <ft> 1 1000.0 5 1217. 0 9 1315.0 260.0 2 252.4 6 258.7 10 1030.0 1240.0 1465.0 258.0 3 252.4 7 259.0 Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 182.56 54.07 0.00 ft 0.00 38629.50 0.00 o . 0200 1. 00 0 .0300 1.00 o. 0200 1. 00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.80 ft 0.00 ft 0 .46 ft/s 1. 00 1019.80 ft 1259.92 ft N I A N I A N I A 1165.0 1258.0 257.6 4 252.4 8 1215.0 1260.0 259.0 258.9 Date 10/06/94 File GIN.WPS Time 15:47:00 Report Page 10 PROJECT: Carter's Grove With Encroachments Section 9 Channel Station 7 + 76 AREA ft-2 o.oo Lf t Ob Channel Rgt Ob Q cf s 0.00 1460.00 o.oo 275.75 0.00 VEL ft/s o.oo 5.29 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 258.75 ft 6.40 ft 259.19 ft 0.05 ft 252.35 ft -0.23 % 0.05 ft 0.00 ft 257.03 ft 257.03 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 213.06 53.96 0.00 ft 0.00 40524.28 0.00 0.0200 40.00 0.0300 35.00 0.0200 35.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 255.68 ft 0.00 ft 0.44 ft/s 1. 00 1024.96 ft 1281. 99 ft N I A N I A N I A 1 1000.0 5 1260.0 260.0 2 1040.0 252.4 6 1281.0 258.0 3 1238.0 252.4 7 1282.0 257.7 4 1239.0 258.8 8 1485.0 252.4 259.0 Date 10/06/94 File GIN.WPS Time 15:47:08 Report Page 11 PROJECT: Carter's Grove With Encroachments Section 10 Channel Station 10 + 76 AREA ft~2 o.oo Lf t Ob Channel Rgt Ob Q cf s 0.00 1460.00 0.00 248.18 0.00 VEL ft/s 0.00 5.88 0.00 Water Elevation zas Depth Dep Energy Grade Line-EGLas Energy Loss ht Min of Elev Shot zmin Channel Slope Sch Energy Loss Fr hf Energy Loss Eddy ho Wetted Width Wwet Ave Reach Lgth Lave 259.13 ft 6.19 ft 259.66 ft 0.48 ft 252.94 ft 0.20 % 0.44 ft 0.03 ft 460.68 ft 460.68 ft Cross Section Groundshots <ft> Discharge 1460.00 cfs CONVEYANCE n RCH LGTH WET PERM ft 335 .86 50.50 75.04 0.00 35536.33 0.00 ft 0.0200 180.00 0.0300 300.00 0.0200 280.00 Critical Water zc Normal water zn Flow SUBCRITICAL FLOW METHOD Average Velocity Head Velocity Coeff Offs Lft Water Offs Rgt Water Jump Loss Jump Elevation Station of Jump Conveyance Hv alpha Line xlw Line xrw hjump zjump Ljump 257 .15 ft 258 .90 ft 0 .54 f t/s 1. 00 1074.15 ft 1534.84 ft N I A N I A N I A 1 1000.0 5 1445.0 260.0 2 1170.0 252.9 6 1460.0 258.0 3 1410.0 256.0 7 1470.0 256.0 4 1435.0 258.0 8 1585.0 252.9 260.0