HomeMy WebLinkAboutAppendix 17 Proposed HEC-RAS ModelAppendix 17
Proposed
HEC-RAS Model
HEC-RAS September 1998 Version 2.2
U.S. Army Corp of Engineers
Hydrologic Engineering Center
609 Second Street, Suite D
Davis, Cal ifornia 95616-4687
(916) 756-1104
x x xxxxxx xx xx xxxx xx
x x x x x x x x x
x x x x x x x x
xxxxxxx xx xx x xxx xxxx xxxxxx
x x x x
x x x x x
x x xxxxxx xx xx
PROJECT DATA
Project Titl e: Lick Creek June 2000 Final
Project File LC2000f .prj
Run Date and Time: 6/20/00 1:13:02 PM
Project in English units
Project Description:
Finalized Lick Creek Watershed
Flood Insurance Re-Study
June 2000
by City of
College Station, Brazos County, Texas
to replace
BRAZOS COUNTY LIMITED
DETAILED STUDY SEPT 89
100 YEAR FREQUENCY FLOOD
LICK
CREEK
PLAN DATA
Plan Title: Final Plan
x x x x x x x x x x x x
xx xx x x
xxxx x x xxxxx
Plan File o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model\LC2000f.p01
Geometry Title: Finalized Lick 2000 Study
Geometry File : o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed
Model\LC2000f.g01
Flow Title
Flow File
Model\LC2000f.f01
Finalized Lick Creek 2000 Flows
o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed
Plan Summary Information:
Number of: Cross Sections
Culverts
Bridges
Computational Information
185
7
1
Mulitple Openings
Inline Weirs
Water surface calculation tolerance 0.01
Critical depth calculaton tolerance 0.01
Maximum number of interations 20
0
0
Maximum difference tolerance
Flow tolerance factor
Computation Options
0.3
0.001
Critical depth computed only where necessary
Conveyance Calculation Method: At breaks in n values only
Friction Slope Method: Average Conveyance
Computational Flow Regime: Subcritical Flow
FLOW DATA
Flow Title: Finalized Lick Creek 2000 Flows
Flow File o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed Model\LC2000f .f01
Flow Data (cfs)
River Reach RS PF 1
N.F. Lick Creek N.F . Main 68770 1980
N.F. Lick Creek N.F. Main 66550 1980
N.F. Lick Creek N.F. Main 63920 2301
S.F. LICK CREEK AlexBranch 8867. 292
S.F. LICK CREEK west field 11228. 1352
S.F. LICK CREEK S.F. Main 7993. 1352
S.F. LICK CREEK S.F. Main 6698. 2025
S.F. LICK CREEK S.F. Main 2210. 2297
Lick Creek Main Fema X-sect 58600 4905
Lick Creek Main Fema x-sect 51198 5324
Lick Creek Main Fema X-sect 43850 9161
Lick Creek Main Fema X-sect 29910 12741
Lick Creek Main Fema X-sect 20790 12730
Boundary Conditions
River Reach Profile Upstream
Downstream
Lick Creek Main Fema X-sect PF 1
205
GEOMETRY DATA
Geometry Title: Finalized Lick 2000 Study
Geometry File : o:\GROUP\DEVE_SER\Jeff\Lick2000\toCD\Hydraulics\HEC-RAS Proposed
Model\LC2000f .g01
Reach Connection Table
River Reach
N.F. Lick Creek N.F. Main
S.F. LICK CREEK AlexBranch
S.F. LICK CREEK westf ield
S.F. LICK CREEK S.F. Main
Lick Creek Main Fema x-sect
JUNCTION INFORMATION
Name: fork
Description:
Energy computation Method
Length across Junction
River Reach
Upstream Boundary
PTl
fork
Tributary
River
Downstream Boundary
Reach
fork
PTl
PTl
fork
Length Angle
Known WS
N.F. Lick Creek N.F. Main
S.F. LICK CREEK S.F. Main
Name: PTl
Description:
Energy computation Method
Length across Junction
River Reach
S.F. LICK CREEK AlexBranch
S .F. LICK CREEK westfield
to Lick Creek Main Fema X-sect
to Lick Creek Main Fema X-sect
Tributary
River Reach
to S.F. LICK CREEK S.F. Main
to S.F. LICK CREEK S .F. Main
CROSS SECTION RIVER : N.F. Lick Creek
REACH: N.F. Main RS: 68770
INPUT
Descri ption:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta Elev
1000 298 1007 296 1010 294 1085 294
1096 290 1105 288.8 1180 290 1230 292
1390 294 1520 296 1660 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1096 .055 1180 .075
1300
1280
Length
361
284
Sta
1092
1350
Angle
Elev
292
292
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1096 1180 160 360 400 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft) 294 .75 Element Left OB Channel
Vel Head (ft) 0.08 Wt. n-Val. 0.075 0.055
w.s . Elev (ft) 294 .66 Reach Len. (ft) 160.00 360.00
Crit W.S. (ft) Flow Area (sq ft) 76.32 442.07
E.G. Slope (ft/ft) 0.001179 Area (sq ft) 76.32 442 .07
Q Total (cfs) 1980.00 Flow (cfs) 47.25 1240.12
Top Width (ft) 424 .07 Top Width (ft) 86 .99 84.00
Vel Total (ft/s) 1.80 Avg. Vel. (ft/s) 0.62 2.81
Max Chl Dpth (ft) 5.86 Hydr. Depth (ft) 0.88 5.26
Conv. Total (cfs) 57653.l Conv. (cfs) 1375.8 36109.6
Length Wtd. (ft) 344.70 Wetted Per. (ft) 87 .95 84.09
Min Ch El (ft) 288.80 Shear (lb/sq ft) 0 .06 0.39
Alpha 1.68 Stream Power (lb/ft s ) 0.04 1. 09
Frctn Loss (ft) 0. 45 Cum Volume (acre-ft) 95 .51 53 .11
C & E Loss (ft) 0.00 Cum SA (acres) 36.18 7 .05
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 68410
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
990 298 1000 296 1015 294 1090 292 1170 290
1240 288.5 1258 290 1305 292 1340 294 1440 296
1530 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
990 .075 1170 .055 1258 .075
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1170 1258 210 385 235 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 294.30 Element Left OB Channel
Vel Head (ft) 0 .10 Wt. n-Val. 0.075 0.055
Right OB
0.075
400.00
583 .45
583 .45
692.63
253.08
1.19
2 .31
20167.7
253.17
0.17
0.20
107.42
37.57
Right OB
0.075
w.s. Elev (ft) 294.20 Reach Len. (ft) 210.00 385.00 235.00
Cr it w.s. (ft) Flow Area (sq ft) 345.65 435.32 193.11
E.G. Slope (ft/ft) 0.001449 Area (sq ft) 345.65 435.32 193 .11
Q Total (cfs) 1980.00 Flow (cfs) 442.06 1299.08 238.87
Top Width (ft) 336.32 Top Width (ft) 156.48 88.00 91.84
Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 1.28 2.98 1.24
Max Chl Dpth (ft) 5.70 Hydr. Depth (ft) 2 .21 4.95 2.10
Conv. Total (cfs) 52011.1 Conv. (cfs) 11612. 1 34124.4 6274 .6
Length Wtd. (ft) 318.35 Wetted Per. (ft) 156.54 88 .08 91.94
Min Ch El (ft) 288.50 Shear (lb/sq ft) 0.20 0.45 0.19
Alpha 1.55 Stream Power (lb/ft s) 0.26 1. 33 0.24
Fr ctn Loss (ft) 0.54 Cum Volume (acre-ft) 94.73 49. 49 103.85
C & E Loss (ft) 0.01 Cum SA (acres) 35.73 6.34 35.99
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 68025
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
700 298 820 296 1000 294 1055 292 1100 290
1135 288 1165 287 1178 288 1190 290 1260 292
1365 294 1480 296 1660 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
700 .075 1135 .055 1178 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1135 1178 220 345 240 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 293.75 Element Left OB Channel Right OB
Vel Head (ft) 0.15 Wt. n-Val. 0 .075 0.055 0.075
w.s. Elev (ft) 293.60 Reach Len. (ft) 220.00 345.00 240.00
Crit W.S. (ft) Flow Area (sq ft) 312.83 262.17 303.90
E.G. Slope (ft/ft) 0.002015 Area (sq ft) 312.83 262.17 303.90
Q Total (cfs) 1980.00 Flow (cfs) 515.44 1060.19 404.38
Top Width (ft) 332.76 Top Width (ft) 123.92 43.00 165.84
Vel Total (ft/s) 2.25 Avg. Vel. (ft/s) 1. 65 4.04 1.33
Max Chl Dpth (ft) 6.60 Hydr. Depth (ft) 2.52 6.10 1.83
Conv. Total (cfs) 44110. 0 Conv. (cfs) 11482. 8 23618.7 9008.6
Length Wtd. (ft) 278.51 Wetted Per. (ft) 124.05 43.06 166.05
Min Ch El (ft) 287 .00 Shear (lb/sq ft) 0.32 0 .77 0 .23
Alpha 1.94 Stream Power (lb/ft s) 0.52 3.10 0.31
Frctn Loss (ft) 0.61 Cum Volume (acre-ft) 93.15 46.40 102.51
C & E Loss (ft) 0.00 Cum SA (acres) 35.06 5.76 35.29
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 67680
INPUT
Description:
Station Elevation Data num= 16
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
735 298 865 296 940 294 1000 292.6 1070 292
1095 290 1118 288 1130 286 1135 285 1145 286
1170 288 1222 290 1295 292 1330 294 1380 296
1730 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
735 .075 1130 .055 1145 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1130 1145 230 380 300 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 293. 14 Element Left OB Channel Right OB
Vel Head (ft) 0.15 Wt. n-Val. 0.075 0.055 0.075
w.s. Elev (ft) 292.99 Reach Len . (ft) 230.00 380.00 300.00
Crit W.S. (ft) Flow Area (sq ft) 265.00 112.35 511.12
E.G. Slope (ft/ft) 0 .002376 Area (sq ft) 265.00 112.35 511. 12
Q Total (cfs) 1980.00 Flow (cfs) 378.94 562.68 1038.38
Top Width (ft) 329.06 Top Width (ft) 146.73 15.00 167.33
Vel Total (ft/s) 2.23 Avg. Vel. (ft/s) 1. 43 5.01 2.03
Max Chl Dpth (ft) 7.99 Hydr. Depth (ft) 1. 81 7.49 3.05
Conv. Total (cfs) 40622.2 Conv. (cfs) 7774.4 11544.l 21303 .8
Length Wtd. (ft) 304.11 Wetted Per. (ft) 147.06 15.15 167.50
Min Ch El (ft) 285.00 Shear (lb/sq ft) 0.27 1.10 0.45
Alpha 1.95 Stream Power (lb/ft s) 0.38 5.51 0.92
Frctn Loss (ft) 0. 71 Cum Volume (acre-ft) 91.69 44.92 100.27
C & E Loss (ft) 0.00 Cum SA (acres) 34.37 5.53 34.37
CROSS SECTI ON RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 67300
INPUT
Description:
Station Elevation Data num= 18
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
815 298 875 296 920 294 1000 292 1078 290
1110 288 1140 286 1150 284 1155 283.8 1165 284
1170 286 1180 288 1220 290 1280 292 1295 294
1705 294 1875 296 1955 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
815 .075 1150 .055 1165 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1150 1165 315 225 65 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 292.42 Element Left OB Channel Right OB
Vel Head (ft) 0.18 Wt. n-Val. 0.075 0.055 0 .075
w.s. Elev (ft) 292.24 Reach Len. (ft) 315.00 225.00 65.00
Crit W.S. (ft) Flow Area (sq ft ) 430.91 125.08 292.64
E.G. Slope (ft/ft) 0.002323 Area (sq ft) 430.91 125.08 292.64
Q Total (cfs) 1980.00 Flow (cfs) 796.89 669.57 513.54
Top Width (ft) 291.33 Top Width (ft) 159.54 15.00 116. 79
Vel Total (ft/s) 2.33 Avg. Vel. (ft/s) 1. 85 5.35 1.75
Max Chl Dpth (ft) 8.44 Hydr. Depth (ft) 2.70 8 .34 2.51
Conv. Total (cfs) 41079 .5 Conv. (cfs) 16533.2 13891.7 10654.6
Length Wtd. (ft) 187.45 Wetted Per. (ft) 159.90 15.01 117.47
Min Ch El (ft) 283.80 Shear (lb/sq ft ) 0.39 1. 21 0.36
Alpha 2.18 Stream Power (lb/ft s) 0. 72 6.47 0.63
Frctn Loss (ft) 0.28 Cum Volume (acre-ft) 89 .85 43.89 97 .50
C & E Loss (ft) 0.03 Cum SA (acres) 33.56 5.40 33 .39
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTI ON RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 67075
INPUT
Description:
Station El evation Data num= 15
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
590 298 700 296 1000 292 1400 291 .5 1450 290
1520 288 1545 287 1558 282.5 1570 285.5 1610 287
1775 291 1800 292 2200 294 2400 296 2500 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
590 .075 1545 .055 1570 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1545 1570 15 15 15 .3 . 5
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292.10 Element Left OB Channel Right OB
Vel Head (ft) 0.07 Wt. n-Val. 0.075 0.055 0.075 w.s. Elev (ft) 292. 03 Reach Len. (ft) 15.00 15.00 15.00
Crit W.S. (ft) Flow Area (sq ft) 502.87 191.07 745.13
E.G. Slope (ft/ft) 0.001068 Area (sq ft) 502.87 191.07 745.13
Q Total (cfs) 1980.00 Flow (cfs) 307.69 635.70 1036.62
Top Width (ft) 809.00 Top Width (ft) 547.45 25.00 236.54
Vel Total (ft/s) 1. 38 Avg. Vel. (ft/s) 0.61 3.33 1.39
Max Chl Dpth (ft) 9.53 Hydr. Depth (ft) 0.92 7.64 3.15
Conv. Total (cfs) 60577.5 Conv. (cfs) 9413.6 19448.9 31714.9
Length Wtd. (ft) 15.00 Wetted Per. (ft) 547.53 26.13 236.64
Min Ch El (ft) 282 .50 Shear (lb/sq ft) 0.06 0.49 0.21
Alpha 2.44 Stream Power (lb/ft s) 0.04 1.62 0.29
Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 86.47 43.07 96.73
C & E Loss (ft) 0.00 Cum SA (acres) 31.01 5.30 33 .13
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 67060
INPUT
Description:
Station Elevation Data num= 16
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
590 298 700 296 1000 292 1400 291.5 1450 290
1520 288 1545 287 1558 282.5 1565 282 .5 1570 285.5
1610 287 1775 291 1800 292 2200 294 2400 296
2500 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
590 .075 1545 .055 1570 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1545 1570 10 10 10 . 3 . 5
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292.09 Element Left OB Channel Right OB
Vel Head (ft) 0.07 Wt. n-Val. 0.075 0.055 0.075 w.s. Elev (ft) 292.01 Reach Len. (ft) 10.00 10.00 10.00
Crit W.S. (ft) Flow Area (sq ft) 492.67 201.10 740.76
E.G. Slope (ft/ft) 0.001027 Area (sq ft) 492.67 201.10 740.76
Q Total (cfs) 1980.00 Flow (cfs) 292.04 670.86 1017.10
Top Width (ft) 803.87 Top Width (ft) 546.06 25.00 232.81
Vel Total (ft/s) 1.38 Avg . Vel. (ft/s) 0.59 3.34 1. 37
Max Chl Dpth (ft) 9.51 Hydr. Depth (ft) 0.90 8.04 3.18
Conv. Total (cfs) 61787.6 Conv. (cfs) 9113. 2 20934.9 31739.5
Length Wtd. (ft) 10.00 Wetted Per. (ft) 546.13 26.59 232.91
Min Ch El (ft) 282.50 Shear (lb/sq ft) 0.06 0.48 0.20
Alpha 2.51 Stream Power (lb/ft s) 0.03 1.62 0.28
Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 86.30 43.00 96.47
C & E Loss (ft) 0.01 Cum SA (acres) 30.82 5.29 33.05
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
INPUT
RIVER: N.F. Lick Creek
RS: 67050
Description:
Station Elevation Data num= 14
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 292 1400 291 1450 290 1520 288 1545 287
1558 282 .5 1575 280.7 1590 280.7 1600 285 1775 291
1800 292 2120 292.9 2300 294 2400 296
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1545 .055 1600 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1545 1600 70 70 70 .3 . 5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1574 290.2 1586 2400 290.2
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292.07 El ement Left OB Channel Right OB
Vel Head (ft) 0.05 Wt. n-Val. 0.075 0.055 0.075
w.s. Elev (ft) 292.02 Reach Len. (ft) 70.00 70.00 70.00
Crit W.S. (ft) 290.20 Flow Area (sq ft) 609.94 533.31 717.16
E.G. Slope (ft/ft) 0.000326 Area (sq ft) 609.94 533.31 717.16
Q Total (cfs) 1980.00 Flow (cfs) 235 .30 1159. 32 585.38
Top Width (ft) 808.12 Top Width (ft) 545.00 55 .00 208 .12
Vel Total (ft/s) 1.06 Avg. Vel. (ft/s) 0.39 2.17 0.82
Max Chl Dpth (ft) 11.32 Hydr. Depth (ft) 1.12 9.70 3.45
Conv. Total (cfs) 109599.9 Conv. (cfs) 13024.8 64172.2 32402.9
Length Wtd. (ft) 70 .00 Wetted Per. (ft) 545.08 56.74 208.24
Min Ch El (ft) 280.70 Shear (lb/sq ft) 0.02 0.19 0.07
Alpha 2 .63 Stream Power (lb/ft s) 0.01 0.42 0.06
Frctn Loss (ft) Cum Volume (acre-ft) 86 .18 42.92 96.30
C & E Loss (ft) Cum SA (acres) 30.69 5.28 33.00
Warning: The parabolic search method failed to converge on critical depth. The program will try
the
cross section slice/secant method to find critical depth.
CULVERT
REACH: N.F. Main
RIVER : N.F. Lick Creek
RS : 67049
INPUT
Description:
Distance from Upstream XS
Deck/Roadway Width
Weir Coefficient
Bridge Deck/Roadway Skew
10
50
2.6
Upstream Deck/Roadway Coordinates
num= 10
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1050 298
1400
1870
291.7
292
2400 296
1080 296
1550
2120
290.2
292.9
Upstream Bridge Cross Section Data
Station Elevation Data num= 14
Sta Elev Sta Elev Sta
1000 292 1400 291 1450
1558 282.5 1575 280.7 1590
1800 292 2120 292 .9 2300
Manning's n Values num= 3
Sta n Val Sta n Val Sta
1000 .075 1545 .055 1600
Bank Sta: Left Right Coef f Contr.
1545 1600 .3
Ineffective Flow num= 2
Elev
290
280.7
294
n Val
.075
Expan.
.5
Sta Hi Cord Lo Cord
1220 294
1700
2300
Sta
1520
1600
2400
290.6
294
Elev
288
285
296
Sta
1545
1775
Elev
287
291
Sta L Sta R Elev Sta L Sta R Elev
1000 1574 290.2 1586 2400 290.2
Downstream Deck/Roadway Coordinates
num= 10
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1050 298 1080 296 1220 294
1400 291.7 1550 290.2 1700 290.6
1870 292 2120 292.9 2300 294
2400 296
Downstream Bridge Cross Section Data
Station Elevation Data num= 15
Sta Elev Sta Elev Sta Elev Sta Elev Sta
1000 292 1400 290 1450 290 1520 288 1535
1539 280.34 1551 280.34 1555 282 .5 1570 285.5 1610
1775 291 1800 292 2120 292.9 2300 294 2400
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1535 .055 1570 .075
Bank Sta: Left Right Coeff Contr. Expan.
1535 1570 .3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1539 290.2 1551 2400 290.2
Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95
Energy head used in spillway design
Spillway height used in design
291.l
Weir crest shape Broad Crested
Number of Culverts 1
Culvert Name Shape Rise
USC Driveway Box 6
FHWA Chart # 8 -flared wingwalls
Span
12
FHWA Scale # 1 -Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length n Value
1 71 .014
Entrance Loss Coef
.6
Exit Loss Coef
1
Upstream Elevation 280.7
Centerline Station
Downstream Elevation = 280.34
Centerline Station
CULVERT OUTPUT Profile #PF 1
Culvert ID : USC Driveway
Culv Q (cfs) 404 .77
# Barrels 1
Q Barrel (cfs) 404.77
E.G. us. (ft) 292.07
w.s. us. (ft) 292.02
Delta EG (ft) 0 .77
Delta ws (ft) 0.82
E.G. IC (ft) 291.70
E.G. oc (ft) 292.07
Culvert Control Outlet
Culv WS In (ft) 286.70
Culv ws Out (ft ) 286 .34
Culv Nml Depth (ft )
Culv Crt Depth (ft) 3 .28
Culv Ful Lngh (ft) 71.00
1580.9
1545.l
Culv Vel In (ft/s)
Culv Vel Out (ft/s )
Culv Inv El Up (ft)
Culv Inv El Dn (ft)
Culv Frctn Ls (ft)
Culv Ext Lss (ft)
Culv Ent Lss (ft)
Q Weir (cfs)
Weir Sta Lft (ft)
Weir Sta Rgt (ft)
Weir Submerg
Weir Max Depth (ft)
Weir Avg Depth (ft)
Wr Flw Area (sq ft)
Min Top Rd (ft)
CROSS SECTION RIVER: N.F. Lick Creek
5.62
5 .62
280.70
280.34
0.08
0.39
0.29
1575.23
1000 .00
1822.73
0.36
1.86
1. 06
528.89
291.10
Elev
287
287
296
REACH: N.F. Main
INPUT
Description:
Station Elevation Data
Sta Elev Sta
1000 292 1400
1539 280.34 1551
1775 291 1800
Manning's n Values
Sta n Val
1000 .075
Bank Sta: Left
1535
Ineffective Flow
Sta L Sta R
1000 1539
Sta
1535
Right
1570
num=
Elev
290.2
RS: 66980
num= 15
Elev Sta Elev
290 1450 290
280.34 1555 282.5
292 2120 292.9
num= 3
n Val Sta n Val
.055 1570 .075
Lengths: Left Channel
Sta L
1551
2
10 10
Sta R
2400
Elev
290.2
Sta
1520
1570
2300
Right
10
El ev Sta
288 1535
285.5 1610
294 2400
Coeff Contr .
. 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft )
C & E Loss (ft )
291.30
0.10
291.21
289.60
0 .000991
1980.00
621.15
1. 54
10.87
62892.1
10.00
280.34
2.67
0.01
0.01
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv . (cfs)
Wetted Per. (ft)
Shear (lb/ sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.075
10.00
415.42
415 .42
276.88
376.02
0 .67
1 .10
8794.6
376 .09
0.07
0 .05
85.35
29.95
Elev
287
287
296
Expan .
.5
Channel
0.055
10.00
307.74
307.74
1026.73
35.00
3.34
8 .79
32612 .6
39.61
0.48
1.60
42.24
5.21
Right OB
0.075
10.00
562.57
562.57
676.40
210 .13
1. 20
2 .68
21484.8
210.21
0.17
0.20
95.27
32.66
Warning: Multiple water surfaces were found that could balance the energy equation. The program
selected the water surface whose main channel velocity head was the closest to the
previously computed cross section.
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 66970
INPUT
Description:
Station Elevation Data
Sta Elev Sta
1000 292 1400
1558 282.5 1570
Manning's n Values
Sta n Val Sta
1000 .075 1545
Bank Sta: Left
1545
Right
1570
CROSS SECTION OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft)
num= 10
Elev Sta Elev Sta
291. 5 1450 290 1520
285.5 1610 287 1775
num= 3
n Val Sta n Val
.055 1570 .075
Lengths: Left Channel Right
40
Profile #PF 1
291 .28
0.12
291.17
0 .001912
1980.00
368.06
2.00
8.67
20 70
Element
Wt . n-Val.
Reach Len. (ft )
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s )
Hydr. Depth (ft)
Elev Sta
288 1545
291 1800
Coeff Contr.
.3
Left OB
0.075
20.00
266.04
266.04
364 .11
133 .89
1. 37
1. 99
Elev
287
292
Expan.
. 5
Channel
0.055
70.00
169.42
169.42
695.94
25.00
4.11
6 .78
Right OB
0 .075
40.00
554.54
554.54
919.95
209 .17
1.66
2.65
Conv. Total (cfs) 45284.7 Conv. (cfs) 8327.7 15916.9 21040.2
Length Wtd. (ft) 46.93 Wetted Per. (ft) 133.96 26.13 209.25
Min Ch El (ft) 282.50 Shear (lb/sq ft) 0.24 0.77 0.32
Alpha 1.89 Stream Power (lb/ft s) 0.32 3 .18 0 .52
Frctn Loss (ft) 0 .11 Cum Volume (acre-ft) 85.27 42.19 95.15
C & E Loss (ft) 0.02 Cum SA (acres) 29.90 5.20 32.61
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 66940
INPUT
Description: new city topo x-section added by jst
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 292 1018 290 1020 288 1025 286 1030 284
1040 283 1043 284 1050 286 1130 288 1280 290
1355 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1030 .055 1043 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1030 1043 100 90 25 . 3 . 5
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 291.16 Element Left OB Channel Right OB
Vel Head (ft) 0.17 Wt. n-Val. 0 .075 0 .055 0.075
w.s. Elev (ft) 290.99 Reach Len. (ft ) 100.00 90.00 25.00
Crit W.S. (ft) Flow Area (sq ft) 58.20 97 .31 676.77
E.G. Slope (ft/ft) 0.002926 Area (sq ft) 58 .20 97 .31 676.77
Q Total (cfs) 1980.00 Flow (cfs) 117. 43 538.31 1324. 26
Top Width (ft) 307.82 Top Width (ft) 20 .87 13.00 273.96
Vel Total (ft/s) 2 .38 Avg. Vel. (ft/s) 2 .02 5.53 1.96
Max Chl Dpth (ft) 7 .99 Hydr. Depth (ft) 2.79 7.49 2.47
Conv. Total (cfs) 36606 .2 Conv. (cfs) 2171. l 9952 .2 24482.8
Length Wtd. (ft ) 51.41 Wetted Per. (ft) 22.52 13.21 274.29
Min Ch El (ft) 283.00 Shear (lb/sq ft) 0 .47 1.35 0.45
Alpha 1.97 Stream Power (lb/ft s) 0.95 7 .44 0.88
Frctn Loss (ft) 0.15 Cum Volume (acre-ft ) 85.20 41 .97 94.58
C & E Loss (ft) 0.01 Cum SA (acres) 29.86 5.17 32.39
CROSS SECTION RIVER: N.F. Lick Creek
REACH : N.F. Main RS: 66850
INPUT
Description: topo x-section added by jst
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
960 291 1000 290 1035 288 1050 286 1055 284
1065 282.5 1070 284 1078 286 1150 288 1280 290
1355 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
960 .075 1055 .055 1070 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan .
1055 1070 150 300 300 .l .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 291. 00 Element Left OB Channel Right OB
Vel Head (ft) 0.19 Wt. n-Val. 0.075 0.055 0.075
w.s. Elev (ft) 290.81 Reach Len. (ft) 150 .00 300.00 300.00
Crit W.S. (ft) Flow Area (sq ft) 162.86 113 .43 568.91
E.G. Slope (ft/ft) 0.002944 Area (sq ft) 162.86 113.43 568.91
Q Total (cfs) 1980.00 Flow (cfs) 263.74 631.31 1084.95
Top Width (ft) 342.94 Top Width (ft) 87.48 15.00 240.45
Vel Total (ft/s) 2.34 Avg. Vel . (ft/s) 1.62 5.57 1 .91
Max Chl Dpth (ft) 8.31 Hydr. Depth (ft) 1. 86 7.56 2.37
Conv. Total (cfs) 36493.1 Conv. (cfs) 4861.0 11635. 6 19996.5
Length Wtd. (ft) 288.82 Wetted Per. (ft) 88.07 15.33 240.75
Min Ch El (ft) 282.50 Shear (lb/sq ft) 0.34 1.36 0.43
Alpha 2.23 Stream Power (lb/ft s) 0.55 7 .57 0.83
Frctn Loss (ft) 0.77 Cum Volume (acre-ft) 84.95 41.75 94.22
C & E Loss (ft) 0.00 Cum SA (acres) 29.74 5.14 32.25
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 66550
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 292 1030 290 1220 290 1260 288 1270 286
1310 284 1320 282.5 1330 284 1340 286 1400 288
1420 290 1520 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1270 .055 1340 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan .
1270 1340 280 250 220 .1 .3
CROSS SECTION OUTPUT Profil e #PF 1
E.G. Elev (ft) 290.23 Element Left OB Channel Right OB
Vel Head (ft) 0.22 Wt. n-Val. 0.075 0.055 0.075 w.s. Elev (ft) 290.01 Reach Le n. (ft) 280 .00 250.00 220.00
Crit W.S. (ft) Flow Area (sq ft) 72.24 385.65 200.75
E .G. Slope (ft/ft) 0. 002413 Area (sq ft) 72.24 385 .65 200.75
Q Total (cfs) 1980.00 Flow (cfs) 31.55 1589.45 359.00
Top Width (ft) 390.61 Top Width (ft) 240.14 70.00 80.47
Vel Total (ft/s) 3.01 Avg. Vel. (ft/s) 0.44 4.12 1.79
Max Chl Dpth (ft) 7.51 Hydr. Depth (ft) 0 .30 5.51 2.49
Conv. Total (cfs) 40305.9 Conv. (cfs) 642.2 32355.8 7308.0
Length Wtd. (ft) 248.85 Wetted Per. (ft) 240.39 70 .47 80.60
Min Ch El (ft) 282.50 Shear (lb/sq ft) 0.05 0 .82 0.38
Alpha 1.57 Stream Power (lb/ft s) 0.02 3.40 0.67
Frctn Loss (ft) 0.63 Cum Volume (acre-ft) 84.54 40 .04 91 .57
C & E Loss (ft) 0.01 Cum SA (acres) 29.17 4 .85 31.14
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 66300
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 292 1040 290 1150 290 1200 288 1280 286
1310 284 1315 282 1330 284 1355 286 1380 288
1500 290 1650 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1280 .055 1355 .06
Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan.
1280 1355 84 84 84 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 289.59 Element Left OB Channel Right OB
Vel Head (f t) 0.20 Wt. n-Val. 0.075 0.055 0.060 w.s . Elev (ft) 289.40 Reach Len. (ft) 84.00 84.00 84.00
Crit W.S. (ft) Flow Area (sq ft) 215.96 369.65 118. 29
E.G. Slope (ft/ft) 0.002664 Area (sq ft) 215.96 369.65 118. 29
Q Total (cfs) 1980.00 Flow (cfs) 336.24 1483.92 159.84
Top Width (ft) 298.60 Top Width (ft) 114. 88 75.00 108. 72
Vel Total (ft/s) 2.81 Avg. Vel. (ft/s) 1 .56 4 .01 1. 35
Max Chl Dpth (ft) 7.40 Hydr. Depth (ft) 1.88 4. 93 1. 09
Conv. Total (cfs) 38365.3 Conv. (cfs) 6515.0 28753.0 3097.2
Length Wtd. (ft) 84.00 Wetted Per. (ft) 114.94 75.66 108.81
Min Ch El (ft) 282.00 Shear (lb/sq ft) 0.31 0.81 0.18
Alpha 1. 60 Stream Power (lb/ft s) 0.49 3.26 0.24
Frctn Loss (ft) 0.14 Cum Volume (acre-ft) 83.61 37 .87 90.77
C & E Loss (ft) 0.00 Cum SA (acres) 28.03 4.43 30.66
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 66216
INPUT
Description: End Concrete Lined Channel
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta
1000 290 1150 288 1205 286 1215
1240 281. 4 1260 284 1290 287 1300
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1205 .04 1290 .04
Bank Sta: Left Right Lengths : Left Channel Right
1205 1290 1 1 1
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 289.45 Element
Vel Head (ft) 0.21 Wt. n-Val.
w.s. Elev (ft) 289.23 Reach Len . (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0. 001165 Area (sq ft)
Q Total (cfs) 1980.00 Flow (cfs)
Top Width (ft) 239.89 Top Width (ft)
Vel Total (ft/s) 3.05 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 7.83 Hydr. Depth (ft)
Conv. Total (cfs) 58014.1 Conv. (cfs)
Length Wtd . (ft) 1. 00 Wetted Per. (ft)
Min Ch El (ft) 281.40 Shear (lb/sq ft)
Alpha 1.49 Stream Power (lb/ft
Frctn Loss (ft) 0.00 Cum Volume (acre-ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Elev Sta Elev
284 1230 281.4
290
Coe ff Contr. Expan.
.1 .3
Left OB Channel Right OB
0.060 0.040 0.040
1. 00 1. 00 1. 00
179.77 461 .27 8.31
179.77 461.27 8.31
173.38 1795.61 11. 01
147.45 85.00 7.44
0.96 3.89 1. 33
1. 22 5.43 1.12
5080.1 52611. 3 322.7
147.49 85.74 7.77
0.09 0.39 0.08
s) 0.09 1.52 0.10
83.23 37.07 90.65
27.78 4.28 30.55
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH : N.F. Main
INPUT
RIVER: N.F. Lick Creek
RS: 66215
Description: End Concrete Lined Channel
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev
1000 290 1150 288 1205 286
1240 281.4 1260 284 1290 287
Manning's n Values num= 9
Sta n Val Sta n Val Sta n Val
1000 .06 1150 .06 1205 .04
1240 .014 1260 . 014 1290 .04
Sta Elev Sta Elev
1215 284 1230 281. 4
1300 290
Sta n Val Sta n Val
1215 .014 1230 . 014
1300 .04
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1205 1290 65 65 5 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft) 289.44 El ement Left OB Channel Right OB
Vel Head (ft) 0.26 Wt. n-Val. 0.060 0.015 0.040
w.s . Elev (ft) 289.19 Reach Len. (ft) 65.00 65 .00 5.00
Crit W.S. (ft) Flow Area (sq ft) 1 72. 92 457.27 7.96
E.G. Slope (ft/ft) 0.000166 Area (sq ft) 172 .92 457.27 7. 96
Q Total (cf s) 1980.00 Flow (cfs) 76.39 1899.68 3.93
Top Width (ft) 236.20 Top Width (ft) 143 .92 85.00 7.29
Vel Total (ft/s) 3.10 Avg. Vel. (ft/s ) 0.44 4 .15 0. 49
Max Chl Dpth (ft) 7 .79 Hydr. Depth (ft) 1.20 5.38 1.09
Conv. Total (cfs) 153760.1 Conv. (cfs) 5932.5 147522.8 304.9
Length Wtd. (ft) 64.79 Wetted Per. (ft) 143.96 85.74 7.61
Min Ch El (ft) 281.40 Shear (lb/sq ft) 0.01 0.06 0.01
Alpha 1. 72 Stream Power (lb/ft s) 0 .01 0.23 0.01
Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 83.23 37.06 90.64
C & E Loss (ft) 0.01 Cum SA (acres) 27.77 4.28 30.55
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER : N.F. Lick Creek
REACH: N.F. Main RS: 66150
INPUT
Description:
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1060 290 1180 288 1200 286 1215 284 1230 281
1245 281 1255 284 1270 287 1290 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1060 .06 1200 .018 1270 .04
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1200 1270 90 45 5 .1 .3
CROSS SECTION OUTPUT Prof ile #PF 1
E.G. Elev (ft) 289.42 Element Left OB Channel Right OB
Vel Head (ft) 0.36 Wt. n-Val. 0.060 0.018 0.040
w.s . Elev (ft) 289.06 Reach Len. (ft) 90.00 45.00 5.00
Crit W.S. (ft) Fl ow Area (sq ft) 74.84 399.14 14 .13
E.G. Slope (ft/ft) 0.000347 Area (sq ft) 74.84 399.14 14 .13
Q Total (cfs) 1980 .00 Flow (cfs) 32.06 1938.04 9.90
Top Width (ft) 167.28 Top Width (ft) 83.55 70.00 13. 73
Vel Total (ft/s) 4 .06 Avg. Vel. (ft/s) 0.43 4.86 0.70
Max Chl Dpth (ft) 8.06 Hydr. Depth (ft) 0.90 5.70 1. 03
Conv. Total (cfs) 106263.8 Conv. (cfs) 1720.7 104011. 7 531.4
Length Wtd. (ft) 45.46 Wetted Per. (ft) 83.66 71.17 13.88
Min Ch El (ft) 281.00 Shear (lb/sq ft) 0.02 0.12 0.02
Alpha 1.40 Stream Power (lb/ft s) 0.01 0.59 0.02
Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 83.04 36.42 90.64
C & E Loss (ft) 0.02 Cum SA (acres) 27.60 4.16 30.55
Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
INPUT
RIVER: N.F. Lick Creek
RS: 66105
Description: End of Apron -Begin Lined Channel
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1310
1520
290
280 .8
Manning 's n Values
Sta n Val
1310 .04
1430
1530
288
284
num=
Sta n Val
1475 .014
1465
1550
3
Sta
1530
286
287
n Val
.04
1475
1560
Bank Sta: Left
1475
Ineffective Flow
Sta L Sta R
Right
1530
Lengths: Left Channel
30 15
Right
5
1310 1475
CROSS SECTION OUTPUT
E.G. Elev (ft )
Vel Head (ft)
W.S. Elev (ft )
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft )
C & E Loss (ft )
CROSS SECTION
REACH: N.F. Main
INPUT
Description:
Station Elevation
num= 2
Elev Sta L Sta R Elev
288 288 1530 1560
Profile #PF 1
289.39
0.28
289.10
284.94
0. 000119
1980.00
193.27
3.06
8.30
181786.3
15.58
280.80
1.94
0.00
0.05
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: N.F. Lick Creek
RS: 66090
284
290
1490
Coeff Contr.
.3
Left OB
0 . 040
30 .00
151.27
151.27
75.00
111. 25
0 .50
1. 36
6885.6
111. 52
0.01
0.00
82.81
27.40
Sta Elev
1200 290
1519.9 280.6
Data
Sta
1340
1520
num=
Elev
288
282
10
Sta
1470
1530
Elev
286
284
Sta
1470.l
1545
Elev
280.6
287
Sta
1490
1550
Manning's n Values
Sta n Val
1200 . 04
num=
Sta n Val
1470 .014
3
Sta
1530
n Val
.04
Bank Sta : Left
1470
Ineffective Flow
Sta L Sta R
Right
1530
Lengths: Left Channel
40 15
Right
5
1200 1470
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
num= 2
Elev Sta L Sta R Elev
288 288 1520 1550
Profile #PF 1
289.34
0.19
289.15
284 .25
0.000084
1980.00
289.02
2.27
8.55
216116. 8
15.83
280.60
2.36
0 .00
0.05
Element
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
. 3
Left OB
0.040
40.00
325.59
325 .59
148 .22
210 .43
0 .46
1.55
16178.5
210 .46
0.01
0.00
82.65
27.29
280.8
Expan.
. 5
Channel
0.014
15.00
416.73
416.73
1839.85
55.00
4.41
7.58
168918.8
55.84
0 .06
0 .24
36.00
4 .10
Elev
280 .6
290
Expan.
. 5
Channel
0.014
15.00
488.60
488.60
1790.23
60.00
3.66
8.14
195403.1
66.80
0.04
0.14
35.84
4.08
Right OB
0.040
5.00
79.46
79.46
65.15
27.01
0.82
2.94
5981 .8
27.55
0.02
0.02
90.64
30.55
Right OB
0 .040
5.00
58.58
58.58
41.55
18.58
0. 71
3.15
4535.2
19.47
0 .02
0.01
90.63
30.54
Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 66075
I NPUT
Description: Upstream Face of Graham Rd Culvert
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev
1140 290 1400 288 1470 287
1509 .9 280.5 1510 287 1700 288
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1140 .04 14 70 .014 1510 .04
Sta Elev Sta
1470.1 280.5 1490
1800 290
Bank Sta: Left Right Lengths:
1470 1510
Left Channel
75 75
Right
75
Coeff Contr.
. 3
Ineffective Flow
Sta L Sta R
1140 14 70
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (f t)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
num= 2
Elev Sta L Sta R Elev
288 1510 1800 288
Profile #PF 1
289 .28
0.36
288.92
284.73
0.000200
1980.00
466.08
2.53
8.42
140109.0
Element
Wt . n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv . Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
75.00
280 .50
3.64
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CULVERT
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 66037
INPUT
Description : Graham Rd : 3 -9 ' x 5' Box Culv ert
Distance from Upstream XS 10
Deck/Roadway Width 50
Weir Coefficient 3.1
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 6
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
939 288.9 1115 288
1490 287.9 1754 289.5
Upstream Bridge Cross Section Data
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev
1140 290 1400 288 1470 287
1509.9 280.5 1510 287 1700 288
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1140 .04 14 70 .014 1510 .04
Bank Sta: Left Right Coef f Contr. Expan .
1470 1510 . 3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
Sta Hi Cord
1287 288.9
2054 291.6
Sta Elev
1470.l 280.5
1800 290
Left OB
0.040
75.00
154.92
154.92
70.99
189 .95
0.46
0.82
5023.7
189.96
0.01
0.00
82.43
27 .11
Lo Cord
Sta
1490
Elev
280.5
Expan.
. 5
Channel
0.014
75.00
336 .26
336.26
1732.82
40.00
5.15
8.41
122618.l
52.80
0 .08
0.41
35.70
4.06
Elev
280 .5
Right OB
0.040
75.00
291.59
291.59
176.19
236 .13
0.60
1.23
12467.2
236.15
0.02
0.01
90.61
30.53
1140 1470 288 1510 1800 288
Downstream Deck/Roadway Coordinates
num= 6
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
904 288.9 1080 288 1252 288.9
1455 287.9 1719 289.5 2019 291.6
Downstream Bridge Cross Section Data
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 289 1290 288 1435 287 1435.l 280 .2 1455 280.2
1474.9 280 .2 1475 287 1600 288 1800 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .04 1435 .014 1475 .04
Bank Sta: Left Right Coef f Contr . Expan.
1435 1475
Ineffective Flow num=
Sta L Sta R Elev Sta L
1000 1435 288 14 75
Upstream Embankment side slope
Downstream Embankment side slope
. 3
2
Sta R
1800
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
. 5
Elev
288
.95
horiz. to 1.0 vertical
horiz. to 1.0 vertical
Weir crest shape Broad Crested
Number of Cul verts 1
Culvert Name Shape Rise Span
Graham Rd. Box 5 9
FHWA Chart # 11-Skewed headwall; Chamfered or beveled Inlet
FHWA Scale# 2 -Headwall skewed 30 deg.; inlet edges chamfered 3/4 inch
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length n Value Entrance Loss Coef
. 5
Exit Loss Coef
1 10 75 .014
Number of Barrels =
Upstream Elevation
Centerline Stations
Sta. Sta .
1475 1485
Downstream El evation
Centerline Stations
Sta. Sta .
1440 1450
4
Sta.
1495
=
Sta.
1460
280.5
Sta.
1505
280.2
Sta.
1470
CULVERT OUTPUT Profile #PF 1
Culvert ID : Graham Rd.
Culv Q (cfs)
# Barrels
Q Barrel (cfs)
E.G. US. (ft)
w.s. us. (ft)
Delta EG (ft)
Delta ws (ft)
E.G. IC (ft)
E.G. OC (ft)
Culvert Control
Culv WS In (ft)
Culv WS Out (ft)
Culv Nml Depth (ft)
Culv Crt Depth (ft)
Culv Ful Lngh (ft)
1016.19
4
254.05
289.28
288.92
0.39
0.49
288.53
289.28
Outlet
285.50
285.20
2.91
75.00
Culv Vel In (ft/s )
Culv Vel Out (ft/s)
Culv Inv El Up (ft)
Culv Inv El Dn (ft)
Cul v Frctn Ls (ft)
Cul v Ext Lss (ft)
Culv Ent Lss (ft)
Q Weir (cfs)
Weir Sta Lft (ft)
Weir Sta Rgt (ft)
Weir Submerg
Weir Max Depth (ft)
Weir Avg Depth (ft)
Wr Fl w Area (sq ft)
Min Top Rd (ft)
5.65
5 .65
280.50
280 .20
0 .11
0.03
0.25
963 .81
1231.77
1720.02
0.02
1.39
0.72
353.51
287.90
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 66000
INPUT
Description: Downstream Face of Graham Rd Culvert
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta
1000 289 1290 288 1435 287 1435 .1
14 74. 9 280.2 1475 287 1600 288 1800
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .04 1435 .014 1475 .04
Bank Sta: Left Right Lengths: Left Channel Right
1435 1475 20 20 20
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1435 288 1475 1800 288
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.89 Element
Vel Head (ft) 0.46 Wt. n-Val.
w.s. Elev (ft) 288.43 Reach Len. (ft)
Crit W.S . (ft) 284.45 Flow Area (sq ft )
E.G. Slope (ft/ft) 0.000250 Area (sq ft)
Q Total (cfs) 1980.00 Flow (cfs)
Top Width (ft) 477.40 Top Width (ft)
Vel Total (ft/s) 3.22 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 8.23 Hydr. Depth (ft)
Conv. Total (cfs) 125143 .5 Conv. (cfs)
Length Wtd. (ft) 20.00 Wetted Per. (ft)
Min Ch El (ft) 280.20 Shear (lb/sq ft)
Alpha 2.87 Stream Power (lb/ft
Frctn Loss (ft) 0.00 Cum Volume (acre-ft)
C & E Loss (ft) 0 .17 Cum SA (acres)
Elev Sta Elev
280.2 1455 280.2
290
Coe ff Contr. Expan.
.3 .5
Left OB Channel Right OB
0.040 0.014 0.040
20.00 20.00 20.00
161.45 328.49 125.37
161.45 328.49 125.37
67.44 1851.92 60 .64
269.48 40.00 167.92
0.42 5.64 0.48
0.60 8.21 0.75
4262.5 117048 .5 3832.5
269.48 53.40 167.93
0.01 0.10 0.01
s) 0.00 0.54 0.01
82.15 35 .13 90.25
26. 71 3.99 30.18
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections .
CROSS SECTION
REACH: N.F. Main
INPUT
Description:
Station Elevation
Sta Elev
1000 289
1455 280.13
1800 290
Manning's n Values
Sta n Val
1000 .04
RIVER: N.F. Lick Creek
RS: 65980
Data num= 11
Sta Elev Sta Elev
1290 288 1410 286
1474.9 280 .13 1475 284
num= 3
Sta n Val Sta n Val
1420 .014 1475 .014
Bank Sta: Left Right Lengths: Left Channel
1420 1475 10 10
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1420 288 1475 1800 288
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.72 Element
Vel Head (ft) 0.13 Wt. n-Val.
w.s. Elev (ft) 288.59 Reach Len.
Crit W.S. (ft) 283.56 Flow Area
Sta
1420
1525
Right
10
(ft)
(sq ft)
E.G. Slope (ft/ft) 0.000065 Area (sq ft)
Q Total (cfs) 1980.00 Flow (cfs)
Elev Sta Elev
284 1420.1 280 .13
286 1600 288
Coef f Contr. Expan.
.3 . 5
Left OB Channel Right OB
0. 040 0.014 0.014
10.00 10.00 10.00
277.98 465.06 316.65
277.98 465 .06 316.65
78.63 1513.42 387.95
Top Width (ft) 541.15 Top Width (ft) 301.88 55.00 184.27
Vel Total (ft/s) 1. 87 Avg. Vel. (ft/s) 0.28 3.25 1. 23
Max Chl Dpth (ft) 8.46 Hydr . Depth (ft) 0.92 8.46 1. 72
Conv. Total (cfs) 246020.4 Conv. (cfs) 9769.5 188046.5 48204.5
Length Wtd. (ft) 10.00 Wetted Per. (ft) 302.09 62.54 184 .34
Min Ch El (ft) 280.13 Shear (lb/sq ft) 0.00 0.03 0.01
Al pha 2.40 Stream Power (lb/ft s ) 0.00 0.10 0.01
Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 82.05 34.94 90 .15
C & E Loss (ft) 0.00 Cum SA (acres) 26.58 3.97 30.10
CROSS SECTION RIVER: N.F. Lick Creek
REACH : N.F. Main RS: 65970
INPUT
Description: Begin Concrete Apron
Station Elevation Data num= 13
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1000 289 1290 288 1400 286 1410 284 1415 282
1420 280.1 1455 280 .1 1475 280 .1 1480 282 1485 284
1525 286 1600 288 1800 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .065 1410 .02 1485 .065
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1410 1485 1 1 1 . 3 .5
Ineffective Flow num= 2
Sta L Sta R El ev Sta L Sta R Elev
1000 1420 288 1475 1800 288
CROSS SECTI ON OUTPUT Profile #PF 1
E.G. Elev (ft) 288. 72 El ement Left OB Channel Right OB
Vel Head (f t) 0 .13 Wt. n-Val. 0.065 0.020 0.065
w.s. Elev (f t) 288.59 Reach Len. (ft) 1. 00 1. 00 1. 00
Crit W.S. (ft) 283.52 Flow Area (sq ft) 259 .96 597 .91 279.47
E.G . Slope (ft/ft) 0.000109 Area (sq ft) 259.96 597 .91 279.47
Q Total (cfs) 1980.00 Flow (cfs) 57.79 1830 .43 91.78
Top Width (ft) 538.34 Top Width (ft) 289.79 75.00 173.55
Vel Total (ft/s) 1. 74 Avg . Vel. (ft/s) 0.22 3.06 0.33
Max Chl Dpth (ft) 8.49 Hydr. Depth (ft) 0.90 7.97 1. 61
Conv. Total (cfs) 189300.0 Conv. (cfs) 5524.9 175000.5 8774.6
Length Wtd . (ft) 1. 00 Wetted Per. (ft) 290.01 76.47 173.63
Min Ch El (ft) 280 .10 Shear (lb/sq ft) 0.01 0.05 0.01
Alpha 2.86 Stream Power (l b/ft s) 0.00 0.16 0.00
Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 81.99 34.82 90.08
C & E Loss (ft) 0.01 Cum SA (acres) 26.51 3.95 30.06
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 65969
INPUT
Description : Begin Concrete Apron
Station El evation Data num= 13
Sta Elev Sta El ev St a Elev
1000 289 1290 288 1400 286
1420 280.1 1455 280.1 1475 280.1
1525 286 1600 288 1800 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1410 .04 1485 .075
Bank Sta: Left Right Lengths: Left Channel
1410 1485 19 19
Sta El ev Sta Elev
1410 284 1415 282
1480 282 1485 284
Right Coef f Contr. Expan.
19 . 3 . 5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1420 288 1475 1800 288
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288 .71 Element Left OB Channel Right OB
Vel Head (ft) 0.11 Wt. n-Val. 0.075 0.040 0.075
w.s. Elev (ft) 288 .60 Reach Len. (ft) 19 .00 19.00 19 .00
Crit W.S. (ft) 283.52 Flow Area (sq ft) 262.79 598 .64 281.16
E.G. Slope (ft/ft) 0.000391 Area (sq ft) 262.79 598.64 281.16
Q Total (cfs) 1980 .00 Flow (cfs) 95.74 1732.99 151.26
Top Width (ft) 542.12 Top Width (ft) 292.60 75.00 174 .52
Vel Total (ft/s ) 1.73 Avg. Vel. (ft/s) 0.36 2.89 0.54
Max Chl Dpth (ft:) 8.50 Hydr. Depth (ft) 0.90 7.98 1.61
Conv. Total (cfs) 100174.8 Conv. (cfs) 4844 .0 87677 .8 7652 .9
Length Wtd. (ft) 19.00 Wetted Per. (ft) 292 .82 76 .47 174.60
Min Ch El (ft) 280.10 Shear (lb/sq ft) 0.02 0.19 0 .04
Alpha 2.45 Stream Power (l b/ft s ) 0.01 0.55 0.02
Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 81.98 34.81 90.08
C & E Loss (ft) 0.06 Cum SA (acres) 26.51 3.95 30.06
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: N.F. Lick Creek
REACH : N.F. Main RS: 65950
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
1000 288.5 1160 288 1270 286 1310
1335 280 1345 282 1350 284 1410
1700 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1310 .04 1350 .075
Bank Sta: Left Right Lengths: Left Channel Right
1310 1350 200 250 300
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.63 Element
Vel Head (ft) 0.32 Wt . n-Val .
w.s. Elev (ft ) 288.31 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.001880 Area (sq ft)
Q Total (cfs) 1980.00 Flow (cfs)
Top Width (ft) 428.85 Top Width (ft)
Vel Total (ft/s) 2.47 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 8.31 Hydr. Depth (ft)
Conv. Total (cfs) 45667.8 Conv. (cfs)
Length Wtd. (ft) 250.06 Wetted Per. (ft)
Min Ch El (ft) 280.00 Shear (lb/sq ft)
Alpha 3.40 Stream Power (lb/ft
Frctn Loss (ft) 0.42 Cum Volume (acre-ft )
C & E Loss (ft) 0.08 Cum SA (acres)
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 65700
INPUT
Description:
Station Elevation Data
Sta Elev Sta
1000 289 1200
num=
Elev
288
14
Sta
1260
Elev
286
Sta
1270
s )
Elev Sta
284 1325
286 1450
Coef f Contr.
. 3
Left OB
Elev
284
0.075
200.00
292.38
292.38
278.85
249.84
0.95
1.17
6431. 6
249 .91
0.14
0.13
81.86
26.39
Sta
1300
Elev
282
288
Expan.
. 5
Channel
0.040
250.00
252.48
252.48
1368 .11
40.00
5 .42
6 .31
31554.9
40 .91
0 .72
3.92
34.62
3 .93
Elev
284
Right OB
0.075
300.00
257.29
257.29
333.04
139.00
1. 29
1. 85
7681. 3
139.09
0.22
0.28
89 .96
29.99
1320 282 1330 280 1340 279.5 1350 280 1355 282
1365 284 1410 286 1440 288 1530 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1300 .055 1365 .075
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1300 1365 180 200 220 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288 .13 El ement Left OB Channel Right OB
Vel Head (ft) 0.16 Wt. n-Val. 0.075 0.055 0.075
w.s . Elev (ft) 287 .97 Reach Len. (ft) 180 .00 200.00 220.00
Crit W.S. (ft) Flow Area (sq ft) 207.20 418.17 162.90
E.G. Slope (ft/ft) 0.001516 Area (sq ft) 207 .20 418.17 162.90
Q Total (cfs) 1980.00 Flow (cfs ) 260.87 1507.78 211. 36
Top Width (ft) 238.73 Top Width (ft) 99.16 65 .00 74.58
Vel Total (ft/s) 2.51 Avg. Ve l. (ft/s) 1.26 3 .61 1. 30
Max Chl Dpth (ft) 8. 4 7 Hydr. Depth (ft) 2 .09 6.43 2.18
Conv. Total (cfs) 50847.3 Conv. (cfs) 6699.2 38720.3 5427.7
Length Wtd. (ft) 199.16 Wetted Per. (ft) 99.39 65.91 74.69
Min Ch El (ft) 279.50 Shear (lb/sq ft) 0.20 0.60 0.21
Alpha 1. 63 Stream Power (lb/ft s) 0 .25 2.17 0.27
Frctn Loss (ft) 0.42 Cum Volume (acre-ft) 80.72 32.70 88.51
C & E Loss (ft) 0.01 Cum SA (acres) 25.59 3 .63 29.25
Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main
INPUT
Description:
Station Elevation Data
Sta El ev Sta
1000 289 1080
1365 280 1375
1430 286 1525
Manning's n Values
Sta n Val Sta
1000 .075 1360
Bank Sta: Left
1360
Right
1388
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft )
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft )
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
RS: 65500
num= 13
Elev Sta Elev Sta
288 1280 286 1340
278.9 1380 280 1388
288 1555 290
num= 3
n Val Sta n Val
.055 1388 .075
Lengths: Left Channel Right
250 250 250
Profile #PF 1
287.70
0.29
287.41
0.003156
1980.00
357.41
2.65
8.51
35243.3
250.00
278.90
2.67
0.68
0.03
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 65250
Elev Sta
284 1360
282 1420
Coeff Contr.
.l
Left OB
0.075
250.00
331.36
331.36
483.51
220.62
1.46
1. so
8606.3
220.76
0 .30
0.43
79.60
24.93
Elev
282
284
Expan.
.3
Channel
0.055
250.00
202.62
202.62
1128 . 91
28.00
5.57
7.24
20094.2
28.81
1.39
7.72
31. 27
3.41
Right OB
0.075
250.00
212.02
212.02
367.58
108.79
1.73
1.95
6542.8
109.07
0.38
0.66
87.56
28.79
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 288 llOO 286 1190 284 1260 284 1290 282
1295 280 1300 278 .2 1310 280 1320 282 1350 284
1380 286 1490 288
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1290 .055 1320 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1290 1320 210 200 190 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft ) 286 .98 Element Left OB Channel Right OB
Vel Head (ft) 0.18 Wt . n-Val. 0.075 0.055 0 .075
w.s. Elev (ft ) 286.81 Reach Len. (ft) 210.00 200.00 190 .00
Crit W.S. (ft ) Flow Area (sq ft ) 489.22 202.66 186.15
E .G. Slope (ft/ft ) 0.002384 Area (sq ft) 489 .22 202 .66 186 .15
Q Total (cfs) 1980.00 Flow (cfs) 781.85 933 .43 264.72
Top Width (ft ) 364.56 Top Width (ft) 230.26 30.00 104.29
Vel Total (ft/s ) 2.26 Avg. Vel. (ft/s) 1. 60 4 .61 1.42
Max Chl Dpth (ft) 8.61 Hydr. Depth (ft) 2.12 6.76 1. 78
Conv. Total (cfs) 40554.7 Conv. (cfs) 16014 .0 19ll8. 7 5422.0
Length Wtd. (ft) 201 .95 Wetted Per. (ft) 230 .36 31. 06 104.43
Min Ch El (ft ) 278.20 Shear (lb/sq ft) 0.32 0 .97 0.27
Alpha 2.22 Stream Power (lb/ft s ) 0.51 4.47 0.38
Frctn Loss (ft) 0.64 Cum Volume (acre-ft) 77 .25 30. ll 86.42
C & E Loss (ft) 0.02 Cum SA (acres) 23.63 3.25 28.18
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 65050
INPUT
Description:
Station Elevation Data num= 14
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 287 ll30 286 1240 284 1290 282 1300 280
1305 278 1310 277.6 1315 278 1320 280 1325 282
1345 284 1400 286 1460 286 1520 288
Manning 's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1290 .055 1325 .075
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1290 1325 250 250 23 0 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 286.32 El ement Left OB Channel Right OB
Vel Head (ft) 0 .40 Wt. n-Val. 0.0 75 0.055 0.075 w.s. Elev (ft ) 285 .92 Reach Len. (ft) 250.00 250.00 230 .00
Crit W.S. (ft ) Flow Area (sq ft ) 247.40 224.21 109.10
E.G. Slope (ft/ft) 0.004396 Area (sq ft) 247.40 224.21 109.10
Q Total (cfs) 1980.00 Flow (cfs) 442.62 1349.93 187.45
Top Width (ft ) 263.41 Top Width (ft ) 155.61 35.00 72 . 80
Vel Total (ft/s ) 3.41 Avg . Vel. ( ft/s ) 1.79 6.02 1. 72
Max Chl Dpth (ft ) 8.32 Hydr. Depth (ft ) 1.59 6.41 1. 50
Conv. Total (cfs) 29861.5 Conv . (cfs) 667 5.4 20359.l 2827.1
Length Wtd. (ft) 244 .65 Wetted Per. (ft) 155.67 36.39 72.94
Min Ch El (ft ) 277.60 Shear (lb/sq ft) 0 .44 1.69 0.41
Alpha 2.21 Stream Power (lb/ft s) 0 .78 10.18 0. 71
Frctn Loss (ft) 0 .79 Cum Volume (acre-ft) 75 .47 29.13 85.78
C & E Loss (ft) 0.05 Cum SA (acres) 22 .70 3 .10 27.79
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 64800
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 287 1015 286 1025 284 1040 282 1055 280
1060 278 1065 276.9 1070 278 1080 280 1110 282
1260 284 1350 286 1380 288
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .07 1055 .05 1080 .07
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1055 1080 270 300 330 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 285.48 El ement Left OB Channel Right OB
Vel Head (ft) 0.22 Wt. n-Val . 0.070 0 .050 0.070 w.s. Elev (ft) 285.26 Reach Len. (ft) 270.00 300 .00 330.00
Crit W.S. (ft) Flow Area (sq ft) 101.77 172. 00 502.54
E.G. Slope (ft/ft) 0.002453 Area (sq ft) 101.77 172 .00 502.54
Q Total (cfs) 1980.00 Flow (cfs) 211. 23 896.25 872.52
Top Width (ft) 298.00 Top Width (ft) 36.30 25 .00 236.70
Vel Total (ft/s) 2.55 Avg. Vel. (ft/s) 2.08 5.21 1 .74
Max Chl Dpth (ft) 8.36 Hydr. Depth (ft) 2.80 6.88 2.12
Conv. Total (cfs) 39977.7 Conv. (cfs) 4264.9 18096.0 17616.8
Length Wtd. (ft) 301.47 Wetted Per. (ft) 36.69 25.82 236.80
Min Ch El (ft) 276.90 Shear (lb/sq ft) 0.42 1.02 0.32
Alpha 2.16 Stream Power (lb/ft s) 0.88 5.32 0.56
Frctn Loss (ft) 0.44 Cum Volume (acre-ft) 74.47 27.99 84.16
C & E Loss (ft) 0.03 Cum SA (acres) 22.15 2. 92 26.97
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main
INPUT
Description:
Station Elevation Data
Sta Elev
1000 286
1455 276
1610 286
Manning's n Values
Sta n Val
1000 .06
Sta
1200
1460
Sta
1440
Bank Sta: Left
1440
Right
1465
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
RS: 64500
num=
Elev
284
278
num=
n Val
.04
11
Sta
1340
1465
3
Sta
1465
Elev
282
280
n Val
.06
Sta
1440
1510
Lengths: Left Channel Right
120
Profile #PF 1
285.01
0.10
284.90
0.000958
1980.00
478.33
1. 70
8.90
63976.3
80 100
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
El ev Sta
280 1448
282 1570
Coeff Contr.
.3
Left OB
0.060
80.00
697.41
697.41
879.74
330.28
1.26
2 .11
28425.6
Elev
278
284
Expan .
.5
Channel
0.040
100.00
171. 57
171. 57
688.73
25.00
4.01
6.86
22253.6
Right OB
0.060
120.00
297.94
297.94
411. 53
123.06
1. 38
2.42
13297.1
Length Wtd . (ft) 97.63 Wetted Per. (ft) 330.32 26.30 123.16
Min Ch El (ft) 276.00 Shear (lb/sq ft) 0 .13 0.39 0.14
Alpha 2.33 Stream Power (lb/ft s ) 0.16 1. 57 0.20
Frctn Loss (ft) 0.08 Cum Volume (acre-ft) 72.00 26.81 81.13
C & E Loss (ft) 0.05 Cum SA (acres) 21.02 2.75 25.61
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 64395
INPUT
Description: Upstream Face of SH6 Culvert
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 286 1300 285 1350 284 1425 282 1460 280
1465 274.85 1505 274.85 1510 280 1580 282 1720 284
1770 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1460 .04 1510 .06
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1460 1510 475 475 475 .3 . 5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1460 287 1510 1770 287
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 284.87 Element Left OB Channel Right OB
Vel Head (ft) 0.29 Wt. n-Val. 0.040
w.s. Elev (ft) 284.58 Reach Len. (ft) 475.00 475.00 475.00
Crit W.S. (ft) 278.93 Fl ow Area (sq ft) 460.80
E.G. Slope (ft/ft) 0.000774 Area (sq ft) 252 .35 460.80 476.23
Q Total (cfs) 1980 .00 Fl ow (cfs) 1980.00
Top Width (ft) 413.57 Top Width (ft) 139.05 50 .00 224.52
Vel Total (ft/s) 4.30 Avg. Vel. (ft/s) 4.30
Max Chl Dpth (ft) 9.73 Hydr. Depth (ft) 9.22
Conv. Total (cfs) 71169. 0 Conv. (cfs) 71169.0
Length Wtd. (ft) 475.00 Wetted Per. (ft) 54.36
Min Ch El (ft) 274.85 Shear (lb/sq ft) 0.41
Alpha 1. 00 Stream Power (lb/ft s ) 1.76
Frctn Loss (ft) Cum Volume (acre-ft) 71.12 26.08 80.06
C & E Loss (ft) Cum SA (acres) 20.59 2 .67 25.13
CULVERT RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 64158
INPUT
Description: SH 6 Culvert 3 -10' x 8 ' MBC
Distance from Upstream XS 25
Deck/Roadway Width 425
Weir Coefficient 2.6
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 2
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1000 287 2000 287
Upstream Bridge Cross Section Data
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 286 1300 285 1350 284 1425 282 1460 280
1465 274 .85 1505 274.85 1510 280 1580 282 1720 284
1770 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1460 .04 1510 .06
Bank Sta: Left Right Coe ff Contr. Expan.
1460 1510 .3 .5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1460 287 1510 1770 287
Downstream Deck/Roadway Coordinates
num= 2
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1000 287 2000 287
Downstream Bridge Cross Section Data
Station Elevation Data num= 12
Sta El ev Sta Elev Sta Elev Sta Elev Sta
1000 284 llOO 282 1250 280 1280 278 1281
1285 273.4 1315 273.4 1318 276 1320 278 1325
1450 280 1480 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1280 .04 1320 .06
Bank Sta: Left Right Coe ff Contr . Expan.
1280 1320 . 3 . 5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1280 287 1320 1480 287
Upstream Embankment side slope
Downstream Embankment side slope
horiz. to 1.0 vertical
horiz. to 1.0 vertical
Maximum allowable submergence for weir flow
Elevati on at which weir flow begins
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts 1
Culvert Name Shape Rise Span
Hwy 6 N Box 8 10
.95
Broad Cr ested
FHWA Chart # 11 -Skewed headwall; Chamfered or beveled Inlet
FHWA Scale# 1 -Headwall skewed 45 deg.; inlet edges chamfered 3/4 inch
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length n Value Entrance Loss Coef
.5 25 474 .014
Number of Barrels = 3
Upstream Elevation 274.8
Centerline Stations
Sta. Sta. Sta.
1470 1481 1492
Downstream Elevation = 273.4
Centerline Stations
Sta. Sta. Sta.
1286 1297 1308
CULVERT OUTPUT Profil e #PF 1
Culvert ID : Hwy 6 N
Culv Q (cfs) 1980 .00 Culv Vel In (ft/s)
# Barrels 3 Culv Vel Out (ft/s)
Q Barrel (cfs) 660.00 Culv Inv El Up (ft)
E.G. us. (ft) 284.87 Culv Inv El Dn (ft)
w.s. us. (ft) 284.58 Culv Frctn Ls (ft)
Delta EG (ft) 1.85 Culv Ext Lss (ft)
Delta WS (ft) 2.28 Culv Ent Lss (ft)
E .G. IC (ft) 283 .70 Q Weir (cfs)
E.G. oc (ft) 284.87 Weir Sta Lft (ft )
Culvert Control Outlet Weir Sta Rgt (ft)
Culv WS In (ft) 282.80 Weir Submerg
Culv WS Out (ft) 281.40 Weir Max Depth (ft)
Exit Loss Coef
1
8 .25
8.25
274 .80
273 .40
0.99
0.33
0.53
Elev
276
280
Culv Nml Depth (ft)
Culv Crt Depth (ft)
Culv Ful Lngh (ft)
5.13
474.00
Weir Avg Depth (ft)
Wr Flw Area (sq ft)
Min Top Rd (ft) 287.00
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 63920
I NPUT
Description: Downstream Face of SH6
Station Elevation
Sta El ev
1000 284
1285 273.4
1450 280
Manning's n Values
Sta n Val
1000 . 06
Data num=
Sta Elev
llOO 282
1315 273.4
1480 284
num=
Sta n Val
1280 . 04
Bank Sta: Left Right Lengths:
1280 1320
Ineffective Fl ow num= 2
Sta L Sta R Elev Sta L
1000 1280 287 1320
Culvert
12
Sta
1250
1318
3
Sta
1320
Structure
Elev
280
276
n Val
.06
Sta
1280
1320
Left Channel Right
90 50 30
Sta R Elev
1480 287
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
283.03
0.73
282.30
278.58
0.002245
2301 .00
382.23
6.85
8.90
48567 .l
53.56
273.40
1. 00
0.13
0.28
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s )
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Elev Sta
278 1281
278 1325
Coeff Contr.
. 3
Left OB
90 .00
296 .19
194.99
68 .13
18 .76
Elev
276
280
Expan.
.5
Channel
0.040
50.00
336.09
336 .09
2301.00
40.00
6 .85
8.40
48567.l
43.81
1. 08
7.36
21.74
2 .18
Right OB
30 .00
323 .80
147.25
75.70
23.11
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
CROSS SECTION RIVER: N.F.
REACH: N.F. Main RS: 63870
INPUT
Description:
Station Elevation Data num=
Sta El ev Sta Elev
970 284 1000 282
1230 276 1231 274
1255 278 1260 280
Manning's n Val ues num=
Sta n Val Sta n Val
970 .07 1225 .055
Bank Sta: Left Right Lengths:
1225 1255
CROSS SECTION OUTPUT Profile #PF
E.G. Elev (ft) 282.62
Vel Head (ft) 0 .17
Lick Creek
15
Sta Elev
ll50 280
1235 273.3
1380 280
3
Sta n Val
1255 .07
Left Channel
100 100
1
El ement
Wt. n-Val.
Sta
1190
1238
1390
Right
90
El ev Sta
280 1225
274 1245
282 1400
Coeff Contr.
.1
Left OB
0 .070
Elev
278
276
284
Expan.
. 3
Channel
0 .055
Right OB
0.070
w.s. Elev (ft) 282.45 Reach Len. (ft) 100.00 100.00 90.00
Crit w.s . (ft) Fl ow Area (sq ft) 437.63 202.93 326.17
E.G. Slope (ft/ft) 0.002595 Area (sq ft) 437.63 202.93 326.17
Q Total (cfs) 2301 .00 Flow (cfs) 722.78 952.04 626.18
Top Width (ft) 398.99 Top Width (ft ) 231.74 30.00 137.25
Vel Total (ft/s) 2 .38 Avg. Ve l . (ft/s) 1. 65 4.69 1.92
Max Chl Dpth (ft) 9.15 Hydr. Depth (ft) 1. 89 6.76 2.38
Conv. Total (cfs) 45172.6 Conv. (cfs) 14189.5 18690.2 12293.0
Length Wtd. (ft) 96.09 Wetted Per. (ft) 231.83 32.24 137.87
Min Ch El (ft) 273.30 Shear (lb/sq ft) 0.31 1. 02 0.38
Alpha 1. 94 Stream Power (lb/ft s) 0.51 4.78 0.74
Fr ctn Loss (ft) 0.22 Cum Volume (acre-ft) 67.37 21.43 75.48
C & E Loss (ft) 0.02 Cum SA (acres) 18.32 2.14 23.01
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 63770
INPUT
Description:
Station Elevation Data num= 14
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1000 284 1030 282 1170 280 1190 278 1200 276
1205 274 1210 273.2 1215 274 1218 276 1220 278
1260 280 1500 280 1520 282 1600 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .07 1190 .06 1220 .07
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1190 1220 300 300 250 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 282.38 Element Left OB Channel Right OB
Vel Head (ft) 0 .11 Wt. n-Val. 0.070 0.060 0.070
w.s. Elev (ft ) 282.27 Reach Len. (ft) 300.00 300.00 250.00
Crit W.S. (ft) Flow Area (sq ft ) 243.26 208.01 701. 53
E.G. Slope (ft/ft) 0.002099 Area (sq ft) 243.26 208 .01 701.53
Q Total (cfs) 2301.00 Flow (cfs) 307.53 819.57 1173 .89
Top Width (ft ) 504.69 Top Width (ft) 164.01 30.00 310.68
Vel Total (ft/s) 2.00 Avg. Vel. (ft/s) 1. 26 3. 94 1.67
Max Chl Dpth (ft) 9.07 Hydr. Depth (ft) 1. 48 6.93 2.26
Conv. Total (cfs) 50224.3 Conv. (cfs) 6712. 6 17888.9 25622.8
Length Wtd. (ft) 284.41 Wetted Per. (ft) 164.13 32.14 310.83
Min Ch El (ft) 273.20 Shear (lb/sq ft) 0.19 0 .85 0.30
Alpha 1.80 Stream Power (lb/ft s) 0.25 3.34 0. 49
Frctn Loss (ft) 1.28 Cum Volume (acre-ft) 66.59 20.96 74.42
C & E Loss (ft) 0.06 Cum SA (acres) 17.87 2.07 22.55
Warning : The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
INPUT
Description:
Station Elevation
Sta Elev
1000 281
1345 274
1410 280
Data
RIVER: N.F . Lick Creek
RS: 63470
num= 12
Sta Elev Sta Elev
1100 280 1260 279
1350 272.8 1355 274
1470 281
Sta Elev Sta Elev
1320 278 1340 276
1360 276 1370 278
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .07 1340 .065 1360 .075
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1340 1360 250 250 250 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 281.04 Element Left OB Channel Right OB
Vel Head (ft) 0.72 Wt. n-Val. 0 .070 0.065 0.075
w.s . Elev (ft) 280.32 Reach Len. (ft) 250.00 250.00 250.00
Crit W.S. (ft) 280.32 Flow Area (sq ft) 313.26 122.50 89 .41
E.G. Slope (ft/ft) 0.015563 Area (sq ft) 313.26 122.50 89.41
Q Total (cfs) 2301 .00 Flow (cfs) 910 .11 1130 .10 260.80
Top Width (ft) 361.99 Top Width (f t) 272.49 20 .00 69 .50
Vel Total (ft/s) 4.38 Avg. Vel. (ft/s) 2.91 9.23 2.92
Max Chl Dpth (ft) 7 .52 Hydr. Depth (ft) 1.15 6.12 1. 29
Conv. Total (cfs) 18444.8 Conv. (cfs) 7295.4 9058.8 2090.5
Length Wtd. (ft) 250 .00 Wetted Per. (ft) 272.60 21.05 69.75
Min Ch El (ft) 272.80 Shear (lb/sq ft) 1. 12 5.65 1. 25
Alpha 2 .40 Stream Power (lb/ft s) 3.24 52.15 3.63
Frctn Loss (ft) 1.79 Cum Volume (acre-ft) 64.68 19.82 72.15
C & E Loss (ft) 0.16 Cum SA (acres) 16.37 1. 89 21.45
Warning: The energy equation could not be balanced within the specified number of iterations.
The
progr am sel ected the water surface that had the least amount of error between computed
and assumed val ues.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
addi tional cross sections.
Warning: The conveyance rat io (upstream conveyance d ivided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
Warning : The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Wa r ning: During the standard step iterations, when the assumed water surface was set equal to
crit ical depth, the calcul ated water surface came back below critical depth. This
indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION RI VER: N.F .
REACH: N.F. Main
INPUT
Description:
Station Elevation Data
Sta Elev
1000 281.4
1140 272.4
1450 280.5
Manning's n Values
Sta n Val
1000 .07
Sta
1040
1150
Sta
1120
Bank Sta: Lef t Right
1120 1160
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (f t/s)
Max Chl Dpth (ft)
RS: 63220
num=
Elev
280
273
num=
n Val
.065
Lengths:
Profil e #PF
278.81
0.19
278.62
0. 004114
2301.00
271.57
2.96
6.22
Lick
11
Sta
1100
1160
3
Sta
1160
Left
499
1
Creek
Elev
278
274
n Val
.075
Channel
499
Element
Wt. n-Val.
Reach Len.
Fl ow Area
Sta
1120
1350
Right
499
(ft)
(sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel . (ft/s)
Hydr. Depth (ft)
Elev Sta
274 1130
278 1360
Coeff Contr .
.1
Left OB
0.070
499 .00
58.03
58.03
103 .15
38.49
1. 78
1. 51
Elev
273
280
Expan.
. 3
Channel
0.065
499.00
220.66
220.66
1007.82
40.00
4.57
5.52
Right OB
0.075
499.00
498.06
498.06
1190. 03
193.08
2. 39
2 .58
Conv. Total (cfs) 35874.5 Conv. (cfs) 1608.2 15712.8 18553 .6
Length Wtd . (ft) 499.00 Wetted Per. (ft) 38.90 40. 14 193.19
Min Ch El (ft) 272.40 Shear (lb/sq ft) 0.38 1.41 0.66
Alpha 1.39 Stream Power (lb/ft s ) 0.68 6.45 1.58
Frctn Loss (ft ) 2.02 Cum Volume (acre-ft) 63.61 18.84 70 .46
C & E Loss (ft ) 0.00 Cum SA (acres) 15.47 1. 72 20.70
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
RIVER : N.F. Lick Creek
RS: 62721
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta
1000 280 1030 278 1050 276 1070
1090 270 llOO 268.5 ll05 270 lllO
1410 276 1550 276 1860 278
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .07 1075 .065 lllO .075
Bank Sta: Left Right Lengths: Left Channel Right
1075 1110 1 1 1
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 276.79 Element
Vel Head (ft) 0.19 Wt. n-Val .
w.s . Elev (ft) 276.60 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft )
E.G. Slope (ft/ft) 0 .003980 Area (sq ft)
Q Total (cfs) 2301.00 Flow (cfs)
Top Width (ft) 598.20 Top Width (ft)
Vel Total (ft/s) 2.29 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 8.10 Hydr. Depth (ft)
Conv. Total (cfs) 36474.0 Conv. (cfs)
Length Wtd. (ft ) 1. 00 Wetted Per. (ft)
Min Ch El (ft) 268.50 Shear (lb/sq ft)
Alpha 2.36 Stream Power (lb/ft
Frctn Loss (ft) 0.00 Cum Volume (acre-ft)
C & E Loss (ft) 0.04 Cum SA (acres)
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS : 62720
INPUT
Description: x -section from 1987 FEMA Study
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta
1000 284 llOO 281 .8 1200 279.7 1300
1347 268 .5 1354 274 1400 274 .4 1500
1700 274 .4 1800 275 .3 1900 280
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .07 1339 .065 1354 .075
Bank Sta: Left Right Lengths: Left Channel Right
1339 1354 650 760 575
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 276 .75 Element
Vel Head (ft) 0.07 Wt. n-Val.
w.s. Elev (ft) 276 .68 Reach Len. (ft)
Elev Sta
274 1075
272 ll80
Coef f Contr .
.1
Left OB
0 .070
1. 00
51. 65
51. 65
96.24
30.95
1.86
1.67
1525.6
31.47
0.41
s ) 0 .76
62 .98
15.08
Elev Sta
274.2 1339
274.3 1600
Coeff Contr .
.1
Left OB
0.070
650.00
Elev
272
274
Expan.
. 3
Channel
0.065
1. 00
222.08
222.08
1080.28
35.00
4.86
6.35
17123.9
35.85
1.54
7.49
16.30
1.29
Elev
272.8
274.9
Expan.
. 3
Channel
0.065
760.00
Right OB
0.075
1. 00
729. 30
729. 30
ll24.48
532 .24
1.54
1 .37
17824.5
532 .28
0.34
0.52
63.43
16.55
Right OB
0.075
575.00
Crit W.S. (ft) Flow Area (sq ft) 179.91 86.25 961.19
E.G. Slope (ft/ft) 0.002946 Area (sq ft) 179 .91 86.25 961.19
Q Total (cfs) 2301 .00 Flow (cfs) 343.93 304.32 1652.75
Top Width (ft) 574.44 Top Width (ft) 84.08 15.00 475.36
Vel Total (ft/s) 1.87 Avg. Vel. (ft/s) 1.91 3.53 1.72
Max Chl Dpth (ft) 8.18 Hydr. Depth (ft) 2. 14 5.75 2.02
Conv. Total (cfs) 42392.7 Conv. (cfs) 6336.4 5606.7 30449.6
Length Wtd. (ft) 630.04 Wetted Per. (ft) 84.18 17.98 475.40
Min Ch El (ft) 268.50 Shear (lb/sq ft) 0.39 0.88 0.37
Alpha 1.23 Stream Power (lb/ft s) 0.75 3 .11 0.64
Fr ctn Loss (ft) 2.45 Cum Volume (acre-ft) 62.98 16.30 63.41
C & E Loss (ft) 0.01 Cum SA (acres) 15.07 1.29 16.53
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: N.F. Lick Creek
REACH: N.F. Main RS: 61960
INPUT
Description:
Station Elevation Data num= 38
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
725 282 781 281 .3 850 280.4 938 279 .6 973 279.l
1007 278.8 1069 277 .4 1132 277.2 1195 276.8 1221 276.9
1257 276 .9 1320 276 1382 275.1 1445 274 1470 273.1
1508 272 1531 270.5 1567 269.8 1571 266.7 1576 265.3
1577 266 .l 1585 270.8 1625 270.7 1631 270.l 1632 270.2
1645 271.l 1667 271.3 1681 271. 4 1712 272. 7 1736 272 .9
1763 273.1 1839 273.8 1860 273.9 1943 274.2 1957 274.4
2046 275 .l 2053 275.3 2150 278.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
725 .07 1567 .065 1585 .075
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1567 1585 650 760 575 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 274.29 Element Left OB Channel Right OB
Vel Head (ft) 0.18 Wt. n-Val. 0.070 0.065 0.075
w.s. Elev (ft) 274 .11 Reach Len. (ft) 650.00 760.00 575.00
Crit W.S . (ft) Flow Area (sq ft) 282.02 11 7. 69 495.38
E.G. Slope (ft/ft) 0.005358 Area (sq ft) 282.02 11 7. 69 495.38
Q Total (cfs) 2301.00 Flow (cfs) 740.36 625.04 935.60
Top Width (ft) 479.53 Top Width (ft) 128.32 18.00 333.20
Vel Total (ft/s) 2.57 Avg. Vel. (ft/s) 2.63 5 .31 1. 89
Max Chl Dpth (ft) 8 .81 Hydr. Depth (ft) 2.20 6.54 1.49
Conv. Total (cfs) 31436 .0 Conv. (cfs) 10114 . 7 8539.2 12782.l
Length Wtd . (ft) 646.37 Wetted Per. (ft) 128.41 20.81 333.30
Min Ch El (ft) 265.30 Shear (lb/sq ft) 0.73 1. 89 0.50
Alpha 1 . 71 Stream Power (lb/ft s) 1.93 10.05 0.94
Frctn Loss (ft) 1 .15 Cum Volume (acre-ft) 59.53 14.52 53.80
C & E Loss (ft) 0.04 Cum SA (acres) 13 .49 1. 00 11. 20
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 61200
INPUT
Description:
Station Elevation Data num=
Sta Elev Sta Elev
30
Sta Elev Sta Elev Sta Elev
450
1000
1500
1799
1863
2000
280
273.9
274
262.8
265.9
271. 8
Manning's n Values
Sta n Val
450 .07
540
llOO
1600
1804
1878
2100
279
273.9
273.2
262
267 .9
272.9
num=
Sta n Val
1794 .065
630
1200
1700
1806
1900
2200
3
Sta
1815
278
273.7
270.3
262.6
268.2
274.2
n Val
.075
790
1300
1738
1815
1915
2300
Bank Sta: Left
1794
Right
1815
Lengths: Left Channel Right
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
1050 1300 1083.3
Profile #PF 1
273.09
0.04
273.05
0.000884
2301. 00
506 .06
1.42
ll. 05
77392.6
ll18. 09
Element
wt . n-Val.
Reach Len. (ft)
Fl ow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
wetted Per. (ft)
277
274
267.6
267 .5
268.4
275
900
1400
1794
1857
1947
2400
Coeff Contr .
.1
Left OB
0.070
1050.00
613. 27
613. 27
848.70
188.73
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
262.00
1. 41
0.70
0.01
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Vo l ume (acre-ft)
Cum SA (acres)
1.38
3.25
28545 .5
188.87
0.18
0.25
52.85
11.12
CROSS SECTI ON
REACH: N.F. Main
RIVER: N.F. Lick Creek
RS: 59900
INPUT
Description:
Station Elevation Data num=
Sta Elev Sta Elev
276.3
273.8
272.4
270.9
261. 6
265.5
266.8
542 277.3 624
920
1227
1501
1770
1783
1856
1979
2194
274.l
271. 7
271 . 6
265.2
261.1
266.6
270 .6
274.2
Manning's n Values
Sta n Val
542 .07
953
1296
1593
1774
1792
1878
2004
2282
271
275.2
num=
Sta n Val
1770 .065
44
Sta
724
1044
1319
1676
1775
1833
1893
2080
2289
3
Sta
1792
Elev
275.4
272
272 .6
268 .6
260.7
265.8
267
272.4
275.4
n Val
.07
Sta
731
ll09
1410
1684
1780
1834
1919
2099
2383
Bank Sta: Left
1770
Right
1792
Lengths: Left Channel Right
1083 .3
CROSS SECTI ON OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
1050 1300
Profile #PF 1
272 . 38
0.03
272.36
0. 0004 71
2301.00
968.60
1.02
12.46
106031.0
1300.00
259.90
Element
wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
wetted Per. (ft)
Shear (lb/sq ft )
Elev
275 .3
271. 9
272 .2
268.4
259.9
265.8
268.2
272.7
277.7
Sta
852
ll36
1487
1719
1782
1840
1925
2181
Coeff Contr.
.1
Left OB
0.070
1300. 00
1031.29
1031.29
770 .59
661 .01
0.75
1.56
35508.9
661 .14
0.05
276
274.5
266.8
267
271.1
277.4
Expan.
.3
Channel
0.065
1300. 00
187.94
187.94
506.52
21.00
2.70
8.95
17036.5
23.80
0.44
1.17
ll. 85
0.66
Elev
274.6
271. 9
271. 7
266
260.6
264.9
269.5
274.1
Expan.
.3
Channel
0.065
1300. 00
224 .52
224 .52
480.67
22.00
2.14
10.21
22149.6
25.05
0.26
Right OB
0.075
1083.30
817.16
817.16
945.78
296.33
1.16
2.76
31810.6
296.69
0.15
0.18
45.14
7.04
Right OB
0.070
1300. 00
993.42
993.42
1049.74
285.59
1. 06
3.48
48372.5
285.95
0.10
Alpha
Frctn Loss (ft)
C & E Loss (ft)
1. 58
1.18
0.01
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Warning: Divided flow computed for this cross-section.
0.03
26.89
0.56
5.25
0 .11
22.38
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: AlexBranch
RIVER: S .F. LICK CREEK
RS: 8867.
INPUT
Description: us2 of potomic dr culvert
Station Elevation Data num= 8
Sta Elev Sta Elev Sta Elev Sta
1000 291.5 1130 290 1158 288 1162
1188 288 1215 290 1250 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .1 1158 .05 1215 .1
Bank Sta: Left Right Lengths: Left Channel Right
1158 1215 22 22 22
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.67 Element
Vel Head (ft) 0.23 Wt. n-Val.
w.s. Elev (ft) 288.44 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.006532 Area (sq ft)
Q Total (cfs) 292.00 Fl ow (cfs)
Top Width (ft) 42.04 Top Width (ft)
Vel Total (ft/s) 3.80 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 3.44 Hydr. Depth (ft)
Conv. Total (cfs) 3612.9 Conv. (cfs)
Length Wtd. (ft) 22.00 Wetted Per. (ft)
Min Ch El (ft) 285.00 Shear (lb/sq ft)
Alpha 1.03 Stream Power (l b/ft
Frctn Loss (ft) 0.16 Cum Volume (acre-ft)
C & E Loss (ft) 0.01 Cum SA (acres)
CROSS SECTION RIVER: S.F . LICK CREEK
REACH: AlexBranch RS: 8845.
INPUT
Description: us of potomic dr culvert
Station Elevation Data num= 8
Sta Elev Sta Elev Sta Elev Sta
1000 291.5 1130 290 1158 288 1162
1188 288 1215 290 1250 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .1 1158 .05 1215 .1
Bank Sta: Left Right Lengths: Left Channel Right
1158 1215 65 79 110
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.50 Element
Vel Head (ft) 0.29 Wt. n-Val.
w.s. Elev (ft) 288.21 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.008394 Area (sq ft)
Q Total (cfs) 292.00 Flow (cfs)
Top Width (ft) 35 .82 Top Width (ft)
Elev Sta Elev
286 1180 285
Coe ff Contr. Expan.
.1 .3
Left OB Channel Right OB
0.100 0.050
22.00 22.00 22.00
1. 34 75.42
1. 34 75.42
0.58 291.42
6.13 35.91
0.44 3.86
0.22 2.10
7.2 3605.7
6.14 36.97
0.09 0.83
s) 0.04 3.21
4.88 4.23 0.19
0.87 0.81 0.16
Elev Sta Elev
286 1180 285
Coe ff Contr. Expan.
.1 .3
Left OB Channel Right OB
0.100 0.050
65.00 79.00 110.00
0.31 67.65
0.31 67.65
0.10 291.90
2.96 32.86
Vel Total (ft/s) 4.30 Avg. Vel. (ft/s) 0 .30 4.31
Max Chl Dpth (ft) 3.21 Hydr. Depth (ft) 0.11 2.06
Conv. Total (cfs) 3187 .2 Conv. (cfs) 1.0 3186.l
Length Wtd . (ft) 79.00 Wetted Per. (ft) 2.97 33.91
Min Ch El (ft) 28S.OO Shear (lb/sq ft ) 0 .06 1. OS
Alpha 1.01 Stream Power (lb/ft s) 0.02 4.Sl
Frctn Loss (ft) 0 .2S Cum Volume (acre-ft) 4.88 4.20 0.19
C & E Loss (ft) 0.06 Cum SA (acres ) 0.86 0.79 0.16
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: AlexBranch
RIVER: S.F . LICK CREEK
RS: 8766.
INPUT
Description: ds of potomic culvert
Station Elevation Data num=
Sta Elev Sta Elev
1000 291.S 1120 290
1270 290
Manning's n Values
Sta n Val
1000 .1
131S
Sta
1160
292
num=
n Val
.OS
7
Sta
1160
3
Sta
1210
Elev
288
n Val
.1
Sta
1180
Bank Sta: Left
1160
Right
1210
Lengths: Left Channel Right
20
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
Profile #PF 1
288 .19
0.08
288 .11
0.00161S
292.00
SS.64
2.23
s .11
7266.4
22.00
283.00
1. 00
0.04
0.00
20 22
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CROSS SECTION
REACH: AlexBranch
RIVER: S.F. LICK CREEK
RS: 8744.
INPUT
Description: ds 2
Station Elevation
of potomic culvert
Sta Elev
1000 291.S
1270 290
Data
Sta
1120
131S
Manning's n Values
Sta n Val Sta
1000 .1 1160
Bank Sta: Left Right
1160 1210
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s . Elev (ft)
num= 7
Elev Sta Elev
290 1160 288
292
num= 3
n Val Sta n Val
.OS 1210 .1
Lengths: Left Channel
lSO 208
Profile #PF 1
288.lS Element
0.08 Wt. n-Val .
288.07 Reach Len.
Sta
1180
Right
180
(ft)
Elev
283
Sta
1210
Coeff Contr.
.1
Left OB
0.100
20.00
0.13
0.13
0.01
2.26
0.09
0.06
0.3
2.26
0.01
0.00
4.88
0.86
Elev Sta
283 1210
Coeff Contr.
.1
Left OB
0.100
lS0.00
Elev
288
Expan.
. 3
Channel
o.oso
22.00
130.64
130.64
291.97
S0.00
2.23
2.61
726S.7
Sl.03
0.26
O.S8
4.02
0. 72
Elev
288
Expan.
.3
Channel o.oso
208.00
Right OB
0.100
20.00
0.19
0.19
0.02
3.38
0.09
0.06
0.4
3.39
0.01
0.00
0.19
0.16
Right OB
0.100
180 .00
Crit W.S. (ft) Flow Area (sq ft) 0.05 128.69 0.08
E.G. Slope (ft/ft) 0.001698 Area (sq ft) 0.05 128.69 0.08
Q Total (cfs) 292.00 Flow (cfs) 0.00 291. 99 0 .01
Top Width (ft) 53.69 Top Width (ft) 1. 48 50.00 2.21
Vel Total (ft/s) 2.27 Avg. Vel . (ft/s) 0.07 2.27 0.07
Max Chl Dpth (ft) 5.07 Hydr . Depth (ft) 0.04 2.57 0.04
Conv. Total (cfs) 7085.9 Conv. (cfs) 0.1 7085.7 0.1
Length Wtd . (ft) 207.87 Wetted Per. (ft) 1.48 51.03 2.21
Min Ch El (ft) 283 .00 Shear (lb/sq ft) 0.00 0.27 0.00
Alpha 1. 00 Stream Power (lb/ft s) 0 .00 0.61 0.00
Frctn Loss (ft) 0 .13 Cum Volume (acre-ft) 4.88 3.95 0.19
C & E Loss (ft) 0.02 Cum SA (acres) 0.86 0.69 0.15
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: AlexBranch
RIVER: S.F. LICK CREEK
RS: 8536.
INPUT
Description:
Station Elevation Data num= 7
Sta Elev Sta Elev Sta Elev Sta
1000 291 1118 290 1190 288 1220
1280286.4562 1315 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .1 1190 .05 1280 .1
Bank Sta: Left Right Lengths: Left Channel Right
1190 1280 190 259 208
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 288.00 Element
Vel Head (ft) 0.02 Wt. n -Val .
w.s. Elev (ft) 287.98 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.000339 Area (sq ft)
Q Total (cfs) 292.00 Flow (cfs)
Top Width (ft) 104.80 Top Width (ft)
Vel Total (ft/s) 1. 07 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 6.08 Hydr. Depth (ft)
Conv. Total (cfs) 15859.6 Conv. (cfs)
Length Wtd . (ft) 256.92 Wetted Per. (ft)
Min Ch El (ft) 281.90 Shear (lb/sq ft)
Alpha 1.06 Stream Power (lb/ft
Frctn Loss (ft) 0.04 Cum Volume (acre-ft)
C & E Loss (ft) 0.00 Cum SA (acres)
Elev Sta Elev
286 1235 281.9
Coe ff Contr. Expan .
.1 .3
Left OB Channel Right OB
0.050 0.100
190.00 259.00 208.00
261.11 11.49
261.11 11.49
289.38 2.62
89.73 15.07
1.11 0.23
2.91 0.76
15717.5 142.l
90.57 15.15
0.06 0.02
s) 0.07 0.00
4.88 3.02 0.17
0.86 0.36 0.12
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: AlexBranch
INPUT
Description:
Station Elevation
Sta Elev
1070 289.5
1295 288
Manning's n Values
Sta n Val
1070 .1
RIVER: S.F. LICK CREEK
RS: 8277.
Data
Sta
1165
1370
Sta
1211
num=
Elev
288
290
num=
n Val
.05
7
Sta
1195
3
Sta
1295
Elev
286
n Val
.1
Bank Sta: Left Right Lengths: Left Channel
Sta
1211
Right
Elev
284
Coef f
Sta
1245
Contr.
Elev
281
Expan.
1211 1295 0 0 0 .1 .3
CROSS SECTI ON OUTPUT Profile #PF 1
E.G. Elev (ft) 287.96 El ement Left OB Channel Right OB
Vel Head (ft) 0.01 Wt. n-Val. 0.100 0.050
w.s. Elev (ft) 287.95 Reach Len. (ft) 361.00 361.00 361.00
Crit W.S. (ft) Flow Area (sq ft) 75.55 357.49
E.G. Slope (ft/ft) 0.000098 Area (sq ft) 75.55 357.49
Q Total (cfs) 292.00 Flow (cfs) 15.65 276.35
Top Width (ft) 128.81 Top Width (ft) 45.19 83.62
Vel Total (ft/s) 0.67 Avg. Vel. (ft/s) 0.21 0 .77
Max Chl Dpth (ft) 6 .95 Hydr. Depth (ft) 1 .67 4 .28
Conv. Total (cfs) 29426.5 Conv. (cfs) 1576.8 27849.7
Length Wtd. (ft) 361.00 Wetted Per. (ft) 45.38 84.23
Min Ch El (f t) 281.00 Shear (lb/sq ft) 0.01 0.03
Alpha 1.25 Stream Power (lb/ft s) 0.00 0.02
Frctn Loss (ft) 0.15 Cum Volume (acre-ft) 2.54 1. 79 0.06
C & E Loss (ft) 0.00 Cum SA (acres)
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH : westfield
RIVER: S.F. LICK CREEK
RS: 11228 .
INPUT
Description:
ADD
X-SECTION UPSTREAM ON CARROL TRACT
Station Elevation Data
Sta El ev Sta
1000 300 1035
1200 294
Manning's n Values
Sta n Val
1000 .08
1240
Sta
1170
Bank Sta: Lef t
1170
Right
1200
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
298
296
num=
n Val
.OS
9
Sta
1097
1280
3
Sta
1200
Elev
296
298
n Val
.08
Sta
1170
1425
Lengths: Lef t Channel Right
280 250 215
Profile #PF 1
297.79
0.26
297.53
0.004330
1352. 00
221.19
2 .80
5.53
20546 .l
225.61
292.00
2 .12
1.33
0 .02
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Elev
294
300
Sta
1180
Coeff Contr.
.1
Left OB
0.080
250.00
221.35
221. 35
405.59
120 .53
1. 83
1. 84
6163.7
120.58
0.50
0.91
14.58
5.45
Elev
292
Expan .
. 3
Channel
0.050
215 .00
135.99
135.99
723 .64
30.00
5.32
4.53
10997.0
30.30
1 .21
6.46
15 . 71
2.84
Right OB
0.080
280 .00
124.83
124.83
222.77
70.66
1 .78
1 .77
3385.3
70.75
0.48
0.85
8.41
4.10
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: westf ield RS: 1097B.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta
670 300 B65 29B 940 296 970
995 290 lOOB 290 1010 292 1020
1160 29B 1270 300
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
670 .OB 940 .05 1025 .OB
Bank Sta: Left Right Lengths: Left Channel Right
940 1025 200 220 220
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 296.44 Element
Vel Head (ft) 0.47 Wt. n-Val.
w.s. Elev (ft) 295 .96 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) O.OOB57B Area (sq ft)
Q Total (cfs) 1352.00 Flow (cfs)
Top Width (ft) B4 .34 Top Width (ft)
Vel Total (ft/s) 5.52 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 5 . 96 Hydr. Depth (ft)
Conv. Total (cfs) 1459B.O Conv. (cfs)
Length Wtd. (ft) 21B.BO Wetted Per. (ft)
Min Ch El (ft) 290.00 Shear (lb/sq ft)
Alpha l. 00 Stream Power (lb/ft
Fr ctn Loss (ft) 1.57 Cum Volume (acre-ft)
C & E Loss (ft) 0.01 Cum SA (acres)
Elev Sta
294 9B5
294 1025
Coe ff Contr.
.1
Left OB
200.00
s)
13.94
5.10
Elev
292
296
Expan.
.3
Channel
0.050
220.00
244.B2
244.B2
1352.00
B4.34
5.52
2.90
1459B.O
B6 .14
1.52
B.40
14.77
2.55
Right OB
220.00
B.01
3.BB
Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: westfield RS: 1075B.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
760 29B B90 296 910 294 975 292 990 290
1000 2BB 1005 290 1025 292 1040 294 1100 296
1220 29B
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
760 .OB 975 .05 1025 .OB
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
975 1025 155 130 100 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 294.B6 Element Left OB Channel Right OB
Vel Head (ft) 0 .45 Wt. n-Val. O.OBO 0.050 0.0BO
w.s. Elev (ft) 294.41 Reach Len. (ft) 155.00 130.00 100.00
Crit W.S. (ft) Flow Area (sq ft) 92. 71 200.66 23.76
E.G. Slope (ft/ft) 0.006043 Area (sq ft) 92. 71 200.66 23.76
Q Total (cfs) 1352.00 Flow (cfs) 162.73 115B. lB 31.09
Top Width (ft) 146.53 Top Width (ft) 69 .13 50.00 27.40
Vel Total (ft/s) 4.26 Avg. Vel. (ft/s) 1.76 5.77 1.31
Max Chl Dpth (ft) 6.41 Hydr. Depth (ft) 1.34 4.01 0.87
Conv. Total (cfs) 17391.4 Conv. (cfs) 2093.2 14898.2 400.0
Length Wtd. (ft) 128.17 Wetted Per . (ft) 69.18 50.82 27 .54
Min Ch El (ft) 288.00 Shear (lb/sq ft) 0.51 1. 49 0.33
Alpha 1.59 Stream Power (lb/ft s) 0.89 8.60 0.43
Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 13.73 13.65 7.95
C & E Loss (ft) 0.08 Cum SA (acres) 4. 94 2.21 3.81
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: west field RS: 10628.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
790 297.4 865 296 940 294 960 292 968 290
990 288 1010 288 1012 290 1070 292 1095 294
1150 296 1340 298
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
790 .08 968 .05 1012 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
968 1012 80 110 120 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 294 .39 Element Left OB Channel Right OB
Vel Head (ft) 0 .19 Wt. n-Val . 0.080 0.050 0.080
w.s . Elev (ft) 294 .21 Reach Len . (ft) 80.00 110. 00 120.00
Crit W.S. (ft) Flow Area (sq ft ) 50.60 249.11 216.77
E.G. Slope (ft/ft) 0.001822 Area (sq ft) 50.60 249 .11 216.77
Q Total (cfs) 1352.00 Flow (cfs) 50.24 990.17 311.59
Top Width (ft) 168.46 Top Width (ft) 35.76 44 .00 88.69
Vel Total (ft/s) 2 .62 Avg . Vel. (ft/s) 0.99 3.97 1 .44
Max Chl Dpth (ft) 6.21 Hydr. Depth (ft) 1.41 5.66 2.44
Conv. Total (cfs) 31670.6 Conv. (cfs) 1176. 9 23194.6 7299 .1
Length Wtd. (ft) 106.06 Wetted Per. (ft) 36 .11 44.92 88.81
Min Ch El (ft) 288.00 Shear (lb/sq ft) 0.16 0.63 0.28
Alpha 1. 76 Stream Power (lb/ft s) 0.16 2.51 0.40
Frctn Loss (ft) 0.24 Cum Volume (acre-ft) 13.47 12 .97 7.68
C & E Loss (ft) 0.01 Cum SA (acres) 4 .76 2.07 3.67
CROSS SECTION RIVER: S.F . LICK CREEK
REACH: westfield RS: 10518.
INPUT
Description:
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
848 294 915 292 990 290 995 286 1002 286
1010 288 1015 290 1025 292 1035 294
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
848 .08 990 .05 1015 .08
Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan.
990 1015 150 180 140 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 294.14 Element Left OB Channel Right OB
Vel Head (ft) 0.30 Wt. n-Val. 0.080 0.050 0.080 w.s . Elev (ft) 293.85 Reach Len. (ft) 150.00 180.00 140 .00
Crit W.S. (ft) Flow Area (sq ft) 270.66 163.17 37.00
E.G. Slope (ft/ft) 0.002915 Area (sq ft) 270 .66 163.17 37.00
Q Total (cf s) 1352.00 Flow (cfs) 427 .48 867.89 56.64
Top Width (ft) 181.11 Top Width (ft) 136. 87 25.00 19.23
Vel Total (ft/s) 2.87 Avg. Vel. (ft/s) 1. 58 5.32 1.53
Max Chl Dpth (ft) 7.85 Hydr. Depth (ft) 1. 98 6.53 1.92
Conv. Total (cfs) 25042.3 Conv. (cfs) 7917.9 16075.4 1049.0
Length Wtd . (ft) 168.37 Wetted Per. (ft) 136.93 27.03 1 9.62
Min Ch El (ft) 286.00 Shear (lb/sq ft) 0 .36 1.10 0.34
Alpha 2.31 Stream Power (l b/ft s) 0.57 5.84 0.53
Frctn Loss (ft) 0.56 Cum Volume (acre-ft) 13.18 12.45 7.33
C & E Loss (ft) 0.00 Cum SA (acres) 4.60 1. 99 3.52
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: west field RS: 10338.
INPUT
Description:
Station Elevation Data num= 10
Sta El ev Sta Elev Sta Elev Sta El ev Sta Elev
800 294 888 292 985 290 990 288 995 286
1003 286 1010 290 1035 292 1050 294 1320 296
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
800 .08 985 .05 1010 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
985 1010 140 130 110 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 293.58 Element Left OB Channel Right OB
Vel Head (ft) 0.33 Wt. n-Val. 0.080 0 .050 0.080
w.s. Elev (ft) 293.25 Reach Len. (f t) 140.00 130. 00 110. 00
Crit W.S . (f t) Flow Area (sq ft) 252.90 147 .30 62.17
E.G. Slope (ft/ft) 0.003803 Area (sq ft) 252 .90 147.30 62.17
Q Total (cfs) 1352. 00 Flow (cfs) 406.56 840.08 105.36
Top Width (ft) 211.47 Top Width (ft) 152.08 25.00 34.39
Vel Total (ft/s ) 2.92 Avg. Vel. (ft/s) 1. 61 5.70 1.69
Max Chl Dpth (ft) 7.25 Hydr. Depth (ft) 1.66 5.89 1. 81
Conv. Total (cfs) 21922.3 Conv. (cfs) 6592.3 13621.7 1708.4
Length Wtd . (ft) 129.81 Wetted Per. (ft) 152.11 26.83 34.55
Min Ch El (ft) 286.00 Shear (lb/sq ft) 0.39 1. 30 0.43
Alpha 2.48 Stream Power (lb/ft s) 0 .63 7.43 0. 72
Frctn Loss (ft) 0 .80 Cum Volume (acre-ft) 12.28 11 . 81 7.17
C & E Loss (ft) 0.07 Cum SA (acres) 4 .10 1. 88 3.44
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance r atio (upstr eam conveyance divided by downstream conveyance) is l ess
than 0.7 or greater than 1.4. This may indicate the need for addi tional cross sections.
CROSS SECTION
REACH: west field
INPUT
Description :
Station Elevation
Sta Elev
890 294
1005 286
1290 296
Manning 's n Values
Sta n Val
890 . 08
RIVER: S.F. LI CK
RS: 10208.
Data num=
Sta Elev
940 292
1010 288
num=
Sta n Val
990 . 05
11
Sta
975
1030
3
Sta
1010
CREEK
Elev
290
290
n Val
.08
Sta
990
1055
El ev Sta Elev
288 995 286
292 1150 294
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
990 1010 50 70 105 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292.71 Element Left OB Channel Right OB
Vel Head (ft) 1. 02 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 291 .70 Reach Len. (ft) 50 .00 70.00 105.00
Crit W.S. (ft) Flow Area (sq ft) 65.69 103 .96 71. 97
E.G. Slope (ft/ft) 0. 011614 Area (sq ft) 65.69 103.96 71.97
Q Total (cfs) 1352.00 Flow (cfs) 169.48 974 .19 208.33
Top Width (ft) 105.94 Top Width (ft) 44.71 20.00 41.22
Vel Total (ft/s) 5 .60 Avg. Vel. (ft/s) 2.58 9.37 2.89
Max Chl Dpth (ft) 5.70 Hydr. Depth (ft) 1. 47 5.20 1. 75
Conv. Total (cfs) 12545.4 Conv. (cfs) 1572.6 9039.7 1933.l
Length Wtd. (ft) 71. 25 Wetted Per. (ft) 44.89 20.77 41. 39
Min Ch El (ft) 286.00 Shear (lb/sq ft) 1. 06 3.63 1.26
Alpha 2 .09 Stream Power (lb/ft s) 2.74 34.01 3.65
Fr ctn Loss (ft) 0.14 Cum Volume (acre-ft) 11. 77 11 .44 7.00
C & E Loss (ft) 0.28 Cum SA (acres) 3.78 1. 82 3.34
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: westfield
RIVER: S.F. LICK CREEK
RS: 10138.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
850 294 905 292 938 290 960
1005 286 1050 288 1060 290 1080
1335 296
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
850 .08 960 .05 1050 .08
Bank Sta: Left Right Lengths: Left Channel Right
960 1050 60 80 60
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292.29 Element
Vel Head (ft) 0.09 Wt. n-Val.
w.s. Elev (ft) 292.20 Reach Len. (ft)
Crit W.S . (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.000812 Area (sq ft)
Q Total (cfs) 1352 .00 Flow (cfs)
Top Width (ft) 197.03 Top Width (ft)
Vel Total (ft/s) 2 .09 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 6.20 Hydr. Depth (ft)
Conv. Total (cfs) 47432.2 Conv. (cfs)
Length Wtd. (ft) 75.91 Wetted Per. (ft)
Min Ch El (ft) 286.00 Shear (lb/sq ft)
Alpha 1.39 Stream Power (lb/ft
Frctn Loss (ft) 0.15 Cum Volume (acre-ft)
C & E Loss (ft) 0 .11 Cum SA (acres)
Elev Sta Elev
288 995 286
292 1250 294
Coef f Contr . Expan.
.l . 3
Left OB Channel Right OB
0.080 0.050 0.080
60.00 80.00 60.00
110. 30 477 .62 57 .50
110 . 30 477.62 57 .50
87 .11 1230.04 34.85
60.39 90.00 46 .65
0.79 2.58 0.61
1.83 5.31 1. 23
3056.0 43153.4 1222.8
60.54 90.10 46.94
0.09 0.27 0.06
s ) 0 .07 0.69 0.04
11. 66 10.97 6.84
3. 72 1.73 3.24
Warning : The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S .F. LICK CREEK
REACH: westfield RS: 10058.
INPUT
Description:
Station Elevation Data num= 15
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
750 294 855 292 920 290 990 288 994 286
998 284 1005 284 1008 286 1010 290 1020 292
1045 293 .5 1070 292 1150 292 1240 294 1340 296
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
750 .08 994 .05 1008 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
994 1008 40 40 40 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 292 .03 Element Left OB Channel Right OB
Vel Head (ft) 1.16 Wt . n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 290.87 Reach Len. (ft) 40.00 40.00 40.00
Crit W.S. (ft) 290.87 Flow Area (sq ft) 158.23 89.12 7.60
E.G. Slope (ft/ft) 0. 011320 Area (sq ft) 158 .23 89.12 7.60
Q Total (cfs) 1352. 00 Flow (cfs) 417 .28 921. 1 7 13 .55
Top Width (ft) 122.46 Top Width (ft) 102.13 14.00 6 .33
Vel Total (ft/s) 5.30 Avg. Vel. (ft/s) 2.64 10.34 1. 78
Max Chl Dpth (ft) 6.87 Hydr. Depth (ft) 1. 55 6.37 1. 20
Conv. Total (cfs) 12707.3 Conv. (cfs) 3922.0 8658.0 127.3
Length Wtd. (ft) 40.00 Wetted Per. (ft) 102.65 15.08 8.89
Min Ch El (ft) 284.00 Shear (lb/sq ft) 1.09 4.18 0 .60
Alpha 2.67 Stream Power (lb/ft s) 2.87 43 .18 1. 08
Frctn Loss (ft) 0.20 Cum Volume (acre-ft) 11 .48 10 .45 6.80
C & E Loss (ft) 0.28 Cum SA (acres) 3.61 1. 63 3.20
Warning: The energy equation could not be balanced within the specified number of iterations.
The
program selected the water surface that had the least amount of error between computed
and assumed values .
Warning: The velocity head has changed by more than 0.5 ft (0 .15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to
critical depth, the calculated water surface came back below critical depth. This
indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: westf ield RS: 10018.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
850 294 880 292 898 290 990 288 995 284
1005 284 1010 286 1015 288 1110 290 1220 292
1310 294
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
850 .08 990 .05 1015 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
990 1015 200 330 160 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 291.34 Element Left OB Channel Right OB
Vel Head (ft) 0.22 Wt. n-Val. 0.080 0.050 0.080
w.s . Elev (ft) 291.12 Reach Len. (ft) 200.00 330.00 160.00
Crit W.S. (ft) Flow Area (sq ft) 200.38 147.93 235.43
E.G. Slope (ft/ft) 0.002883 Area (sq ft) 200.38 147.93 235.43
Q Total (cfs) 1352.00 Flow (cfs) 313.20 730.48 308.32
Top Width (ft) 283 .49 Top Width (ft) 102.05 25.00 156.44
Vel Total (ft/s) 2 .32 Avg. Vel. (ft/s) 1. 56 4. 94 1 .31
Max Chl Dpth (ft) 7.12 Hydr. Depth (ft) 1.96 5.92 1.50
Conv. Total (cfs) 25178.9 Conv. (cfs) 5832.9 13604.l 5742.0
Length Wtd. (ft) 265.88 Wetted Per. (ft) 102.14 27.17 156.47
Min Ch El (ft) 284.00 Shear (lb/sq ft) 0.35 0.98 0.27
Alpha 2.63 Stream Power (l b/ft s) 0.55 4 .84 0.35
Fr ctn Loss (ft) 0.96 Cum Volume (acre-ft) 11. 32 10.34 6.69
C & E Loss (ft) 0 .02 Cum SA (acres) 3.52 1 .61 3.13
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: westf ield RS: 9688.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
580 294 950 292 970 290 980 288 990 286
995 284 1010 284 1015 286 1070 288 1090 290
1120 292 1310 294
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
580 .08 990 .05 1015 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
990 1015 80 120 140 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 290.36 Element: Left OB Channel Right OB
Vel Head (ft) 0. 41 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 289.95 Reach Len. (ft) 80.00 120.00 140.00
Crit W.S. (ft) Flow Area (sq ft) 38.99 138.73 181.19
E.G. Slope (ft/ft) 0.004631 Area (sq ft) 38.99 138.73 181.19
Q Total (cfs) 1352.00 Fl ow (cfs) 76.55 861.73 413.72
Top Width (ft) 119 . 24 Top Width (ft) 19.75 25.00 74.49
Vel Total (ft/s) 3. 77 Avg. Vel. (ft/s) 1. 96 6.21 2.28
Max Chl Dpth (ft) 5.95 Hydr . Depth (ft) 1. 97 5.55 2.43
Conv. Total (cfs) 19867.7 Conv. (cfs} 1124. 9 12663.l 6079.7
Length Wtd. (ft) 120.09 Wetted Per. (ft) 20. 14 25.77 74.62
Min Ch El (ft) 284.00 Shear (lb/sq ft) 0.56 1. 56 0.70
Alpha 1. 86 Stream Power (lb/ft s) 1.10 9.67 1. 60
Frctn Loss (ft) 0.64 Cum Volume (acre-ft) 10.77 9.25 5.92
C & E Loss (ft) 0.01 Cum SA (acres) 3.24 1. 43 2.70
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: westfield RS: 9568.
INPUT
Description:
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
790 292 910 290 950 288 985 286 990 284
1010 284 1020 286 1040 288 1050 290 1070 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
790 .08 985 .05 1020 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
985 1020 120 110 160 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 289.71 El ement Left OB Channel Right OB
Vel Head (ft) 0.53 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 289.18 Reach Len . (ft) 120.00 llO . 00 160.00
Crit W.S. (ft) Fl ow Area (sq ft) 90.48 166.45 47.19
E.G. Slope (ft/ft) 0.006054 Area (sq ft) 90.48 166.45 47.19
Q Total (cfs) 1352. 00 Flow (cfs) 174.33 1076 .54 101.13
Top Width (ft) ll9. 61 Top Width (ft) 58.69 35.00 25.92
Vel Total (ft/s) 4.45 Avg. Vel. (ft/s) 1.93 6.47 2.14
Max Chl Dpth (ft) 5.18 Hydr . Depth (ft) 1.54 4.76 1. 82
Conv. Total (cfs) 17376.2 Conv. (cfs) 2240 .6 13835.9 1299.7
Length Wtd. (ft) 114.57 Wetted Per. (ft) 58.77 35.58 26.14
Min Ch El (ft) 284.00 Shear (lb /sq ft) 0.58 1. 77 0.68
Alpha 1 .73 Stream Power (lb/ft s) 1.12 11. 43 1.46
Frctn Loss (ft) 0.41 Cum Volume (acre-ft) 10.65 8.83 5 .55
C & E Loss (ft) 0. ll Cum SA (acres) 3.17 1.34 2.54
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F . LICK CREEK
REACH: west field RS: 9458.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
808 292 860 290 879 288 900 286 939 285.7
968 286 990 284 1000 283 1005 284 1018 286
1025 288 1055 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
808 .08 968 .05 1018 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
968 1018 80 ll5 96 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 289 .20 Element Left OB Channel Right OB
Vel Head (ft) 0 .17 Wt. n-Val. 0.080 0.050 0 .080
w.s. Elev (ft) 289.03 Reach Len. (ft) 80.00 ll5. 00 96.00
Crit W.S. (ft) Flow Area (sq ft) 263.49 223.79 22.07
E.G. Slope (ft/ft) 0.002369 Area (sq ft) 263.49 223 .79 22.07
Q Total (cfs) 1352. 00 Flow (cfs) 457.82 874.60 19.58
Top Width (ft) 171.13 Top Width (ft) 98.74 50 .00 22.39
Vel Total (ft/s) 2.65 Avg. Vel. (ft/s) 1. 74 3.91 0.89
Max Chl Dpth (ft) 6.03 Hydr. Depth (ft) 2.67 4.48 0.99
Conv. Total (cfs) 27776.0 Conv. (cfs) 9405.5 17968.2 402.3
Length Wtd. (ft) 107.93 Wetted Per. (ft) 98.90 50 .39 22.70
Min Ch El (ft) 283.00 Shear (lb/sq ft) 0.39 0.66 0.14
Alpha 1. 55 Stream Power (lb/ft s) 0.68 2.57 0.13
Frctn Loss (ft ) 0.16 Cum Volume (acre-ft) 10.16 8.34 5.43
C & E Loss (ft) 0.03 Cum SA (acres) 2.95 1.24 2.45
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION
REACH : westfield
INPUT
Description:
START
RIVER: S.F. LICK CREEK
RS: 9343.
MORRISON hYDROLOGY STUDY
x-section 8
Station Elevation Data
Sta Elev Sta
798 292 898
988 284 1000
1140 290 1219
Manning's n Values
Sta n Val Sta
798 .08 928
Bank Sta: Left
928
Right
1053
CROSS SECTION OUTPUT
E.G. Elev (ft )
Vel Head (ft)
W.S. Elev (ft )
Crit W.S. (ft )
E.G. Slope (ft/ft )
Q Total (cfs)
Top Width (ft )
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd . (ft)
Min Ch El (ft )
Alpha
Frctn Loss (ft )
C & E Loss (ft )
num= 12
Elev Sta Elev Sta
290 914 288 928
283 1006 284 1053
291 .4
num= 3
n Val Sta n Val
.OS 1053 .08
Lengths: Left Channel Right
210 270 256
Profile #PF 1
289.01
0.08
288 .92
0 .001049
1352.00
218.28
2.07
5.92
41739.4
252.29
283.00
1. 28
0.25
0.00
Element
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s )
Cum Volume (acre-ft)
Cum SA (acres)
CROSS SECTION
REACH: westfield
RIVER: S .F . LICK CREEK
RS: 9088.
INPUT
Description: x-section from city topo by JST on 3/16/00
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
1000 292 1195 290 1218 288 1248
1345 282 1367 284 1420 286 1442
1885 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .08 1323 .05 1367 .08
Bank Sta : Left Right Lengths: Left Channel Right
1323 1367 345 338 225
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.75 Element
Vel Head (ft) 0.08 Wt. n-Val.
w.s. Elev (ft) 288 .67 Reach Len. (ft)
Crit w.s. (ft) Flow Area (sq ft )
E.G. Slope (ft/ft ) 0.000955 Area (sq ft)
Elev Sta
286 956
286 1112
Coeff Contr.
.1
Left OB
0.080
270 .00
30.30
30.30
22 .87
21 .37
0 .75
1.42
705.9
21 .57
0.09
0.07
9.89
2.84
El ev Sta
286 1323
288 1532
Coef f Contr.
.1
Left OB
0.080
345.00
328 .24
328.24
Elev
285.5
288
Expan.
.3
Channel
0.050
256.00
504 .22
504 .22
1228.56
125 .00
2.44
4 .03
37928.6
125.21
0.26
0.64
7.38
1. 00
Elev
284
290
Expan.
. 3
Channel
0.050
338.00
249.60
249.60
Right OB
0 .080
210.00
119. 33
119. 33
100.57
71. 90
0.84
1. 66
3104.9
71. 97
0 .11
0 .09
5.27
2 .35
Right OB
0.080
225.00
241. 63
241.63
Q Total (cfs) 1352.00 Flow (cfs) 383.84 727.05 241.11
Top Width (ft) 262.01 Top Width (ft) 112.74 44.00 105.27
Vel Total (ft/s) 1.65 Avg. Vel. (ft/s) 1.17 2.91 1. 00
Max Chl Dpth (ft) 6.67 Hydr. Depth (ft) 2.91 5.67 2.30
Conv. Total (cfs) 43753.8 Conv. (cfs) 12422.0 23529.0 7802.9
Length Wtd. (ft) 300.17 Wetted Per. (ft) 112.86 44.18 105 .41
Min Ch El (ft) 282.00 Shear (lb/sq ft ) 0.17 0.34 0.14
Alpha 1. 88 Stream Power (lb/ft s) 0.20 0.98 0.14
Frctn Loss (ft) 0.39 Cum Volume (acre-ft) 8.78 5.17 4.40
C & E Loss (ft) 0.01 Cum SA (acres) 2.42 0.51 1.92
CROSS SECTION RIVER: S .F . LICK CREEK
REACH: westf ield RS: 8750.
INPUT
Description: us of property line
x-section from Alexandria Subd by McClure
Station Elevation Data num= 14
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
632 292 885 290 966 288 980 286 989 284
998 282 1000 281 1005 281 1012 282 1034 284
1114 286 1215 288 1332 290 1400 292
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
632 .08 989 .05 1012 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
989 1012 380 396 380 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 288.36 Element Left OB Channel Right OB
Vel Head (ft) 0.14 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 288.21 Reach Len. (ft) 380.00 396.00 380.00
Crit W.S. (ft) Flow Area (sq ft) 46.79 143 .38 495.37
E.G . Slope (ft/ft) 0.001859 Area (sq ft) 46.79 143.38 495.37
Q Total (cfs) 1352. 00 Flow (cfs) 48.31 612.89 690.80
Top Width (ft) 270.00 Top Width (ft ) 31 .59 23.00 215 .41
Vel Total (ft/s) 1.97 Avg. Vel. (ft/s) 1.03 4.27 1.39
Max Chl Dpth (ft) 7.21 Hydr. Depth (ft) 1.48 6.23 2.30
Conv. Total (cfs) 31360.8 Conv. (cfs) 1120. 6 14216.4 16023.8
Length Wtd. (ft) 390.86 Wetted Per. (ft) 31 .95 23.53 215 .55
Min Ch El (ft) 281.00 Shear (lb/sq ft) 0.17 0. 71 0. 27
Alpha 2 .39 Stream Power (lb/ft s) 0.18 3.02 0.37
Frctn Loss (ft) 0.35 Cum Volume (acre-ft) 7.29 3.64 2.50
C & E Loss (ft) 0.03 Cum SA (acres) 1.85 0.25 1 .09
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: westfield
INPUT
RIVER: S.F. LICK CREEK
RS: 8354.
Description: x-section from Alexandria Subd by McClure
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta
837 290 1000 288 1105 286 1140
1203 281 1210 282 1220 282.5 1250
1320 288 1470 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Va l
837 .08 1140 .05 1270 .08
Bank Sta: Left Right Lengths: Left Channel Right
1140 1270 0 0 0
El ev Sta Elev
284 1190 282
284 1270 286
Coef f Contr. Expan.
.1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.98 El ement Left OB Channel Right OB
Vel Head (ft) 0.05 Wt. n-Val . 0.080 0.050 0.080
w.s. Elev (ft) 287.93 Reach Len. (ft) 284.00 284.00 284.00
Crit W.S. (ft) Flow Area (sq ft) 200.07 630.66 46.47
E.G. Slope (ft/ft) 0.000520 Area (sq ft) 200.07 630.66 46. 47
Q Total (cf s) 1352.00 Flow (cfs) 109.49 1223.31 19.20
Top Width (ft) 314.43 Top Width (ft) 136.23 130. 00 48.20
Vel Total (ft/s) 1.54 Avg. Vel. (ft/s) 0.55 1. 94 0.41
Max Chl Dpth (ft) 6.93 Hydr. Depth (ft) 1. 47 4.85 0.96
Conv. Total (cfs) 59269.0 Conv. (cfs) 4799.8 53627.3 841.9
Length Wtd. (ft) 284.00 Wetted Per. (f t) 136.30 130.30 48 .24
Min Ch El (ft) 281 .00 Shear (lb/sq ft) 0 .05 0.16 0.03
Alpha 1 .44 Stream Power (lb/ft s) 0.03 0 .30 0.01
Frctn Loss (ft ) 0.17 Cum Volume (acre-ft) 2. 40 2.30 0.20
C & E Loss (ft) 0 .01 Cum SA (acres)
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 7993.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
864 290 990 288 1105 287.l 1210 286 1230 284
1410 282 1413 281 1420 282 1435 284 1441 286
1480 288 1533 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
864 .08 1410 .05 1441 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1410 1441 120 178 175 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.81 Element Left OB Channel Right OB
Vel Head (ft) 0.03 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 287.78 Reach Len. (ft) 120.00 178 .00 175.00
Crit W.S. (ft) Flow Area (sq ft) 1074.32 151.15 30.86
E .G. Slope (ft/ft) 0.000667 Area (sq ft) 1074 .32 151.15 30.86
Q Total (cfs) 1352.00 Flow (cfs) 1009.57 328 .75 13.68
Top Width (ft) 457.46 Top Width (ft) 391 .77 31 .00 34.69
Vel Total (f t/s) 1. 08 Avg. Vel. (f t/s) 0.94 2.17 0.44
Max Chl Dpth (ft) 6.78 Hydr. Depth (ft) 2.74 4.88 0.89
Conv. Total (cfs) 52343.5 Conv. (cfs) 39086.0 12727.8 529.7
Length Wtd. (ft) 133 .84 Wetted Per. (ft) 391.89 31.69 34.74
Min Ch El (ft) 281.00 Shear (lb/sq ft) 0 .11 0.20 0.04
Alpha 1.56 Stream Power (lb/ft s) 0 .11 0.43 0.02
Frctn Loss (ft) 0.10 Cum Volume (acre-ft) 77.14 49.23 67.26
C & E Loss (ft) 0.00 Cum SA (acres) 27.43 6.00 21 .27
CROSS SECTION RI VER: S.F. LICK CREEK
REACH: S.F. Main RS: 7815.
INPUT
Description :
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
872 290 985 288 1075 287.2 1250 286 1350 284
1405 282.7 1470 282 1475 281 1520 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
872 .08 1470 .05 1520 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1470 1520 90 203 175 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.70 Element Left OB Channel Right OB
Vel Head (ft) 0.03 Wt. n-Val. 0.080 0.050
w.s . Elev (ft) 287.67 Reach Len. (ft) 90.00 203.00 175.00
Crit W.S. (ft) Flow Area (sq ft) 1052.29 142.26
E.G. Slope (ft/ft) 0.000923 Area (sq ft) 1052.29 142.26
Q Total (cfs) 1352.00 Flow (cfs) 1048.37 303.63
Top Width (ft) 486.81 Top Width (ft) 448.43 38.37
Vel Total (ft/s) 1.13 Avg. Vel. (ft/s) 1. 00 2 .13
Max Chl Dpth (ft) 6.67 Hydr. Depth (ft) 2.35 3. 71
Conv. Total (cfs) 44507.7 Conv. (cfs) 34512.3 9995.4
Length Wtd. (ft) 134.73 Wetted Per. (ft) 448.48 39 .13
Min Ch El (ft) 281.00 Shear (lb/sq ft ) 0.14 0.21
Alpha 1. 40 Stream Power (lb/ft s) 0 .13 0. 45
Fr ctn Loss (ft) 0.13 Cum Volume (acre-ft) 74.21 48.63 67.19
C & E Loss (ft) 0.00 Cum SA (acres) 26.27 5.86 21.20
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 7612.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
897 290 1055 288 1210 286 1270 284 1288 282
1315 282 1330 281 1335 282 1410 284 1430 286
1540 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
897 .OB 1315 .OS 1335 .08
Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan.
1315 1335 135 177 135 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.57 Element Left OB Channel Right OB
Vel Head (ft) 0.06 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 287.51 Reach Len. (ft) 135.00 177.00 135. 00
Crit W.S. (ft) Flow Area (sq ft) 469.98 120.30 420.47
E.G. Slope (ft/ft) 0.001005 Area (sq ft) 469.98 120.30 420.47
Q Total (cfs ) 1352.00 Flow (cfs) 455.49 373.18 523.32
Top Width (ft) 379.06 Top Width (ft) 222.40 20.00 136. 66
Vel Total (ft/s) 1 .34 Avg. Vel. (ft/s) 0.97 3.10 1.24
Max Chl Dpth (ft) 6.51 Hydr. Depth (ft) 2 .11 6.01 3.08
Conv. Total (cfs) 42649.3 Conv. (cfs) 14368.7 11772 .1 16508.4
Length Wtd . (ft) 145.96 Wetted Per. (ft) 222.56 20.13 136. 81
Min Ch El (ft ) 281.00 Shear (lb/sq ft) 0.13 0.37 0.19
Alpha 2 .00 Stream Power (lb/ft s) 0.13 1.16 0.24
Frctn Loss (ft) 0.12 Cum Volume (acre-ft) 72. 64 48.02 66.35
C & E Loss (ft) 0.01 Cum SA (acres) 25.58 5.72 20.93
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S .F . Main RS: 7435.
INPUT
Description:
Station Elevation Data num= 8
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
911 290 1075 288 1216 286 1235 279 .9 1245 282
1415 284 1520 288 1636 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
911 .08 1216
Bank Sta: Left
1216
Right
1245
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
.05 1245 .08
Lengths: Left Channel Right
200 200 298
Profile #PF 1
287.45
0.03
287.41
0.000665
1352 .00
388.18
1.20
7.51
52438.4
258 .56
279.90
1.45
0.10
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
.1
Left OB
0.080
200.00
70.35
70.35
26.72
99.60
0.38
0. 71
1036.4
99.61
0.03
0.01
71. 80
25.08
Expan.
. 3
Channel
0.050
298.00
14 9. 42
14 9. 42
332.62
29.00
2.23
5.15
12901.0
30.17
0.21
0.46
47.47
5.62
Right OB
0.080
200.00
903.03
903.03
992.66
259 .58
1 .10
3.48
38501.l
259.66
0.14
0.16
64 .30
20.31
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 7137.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
890 290 1090 288 1265 286 1315
1418 280 1430 279 1438 280 1462
1820 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
890 .08 1315 .04 1462 .08
Bank Sta: Left Right Lengths: Left Channel Right
1315 1462 121 121 121
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287 .3 5 Element
Vel Head (ft) 0.04 Wt. n-Val.
w.s. Elev (ft) 287.31 Reach Len. (ft)
Crit W.S. (ft) Flow Area (sq ft)
E.G. Slope (ft/ft) 0.000238 Area (sq ft)
Q Total (cfs) 1352.00 Flow (cfs)
Top Width (ft) 375.19 Top Width (ft)
Vel Total (ft/s) 1.37 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 8.31 Hydr. Depth (ft)
Conv. Total (cfs) 87582.2 Conv. (cfs)
Length Wtd. (ft) 121.00 Wetted Per. (ft)
Min Ch El (ft) 279.00 Shear (lb/sq ft)
Alpha 1.46 Stream Power (lb/ft
Frctn Loss (ft) 0.02 Cum Volume (acre-ft)
C & E Loss (ft) 0.00 Cum SA (acres)
CROSS SECTION
REACH: S.F. Main
RIVER: S.F. LICK CREEK
RS: 6825.
INPUT
Description: 65' Up Stream of Alex. Ave. Box Culvert
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
Elev Sta Elev
284 1392 282
286 1560 288
Coe ff Contr. Expan.
.1 .3
Left OB Channel Right OB
0.080 0.040 0.080
121.00 121.00 121. 00
189.83 754.90 41.75
189.83 754.90 41.75
59.94 1283.06 9.01
164.23 147.00 63.97
0.32 1. 70 0.22
1.16 5.14 0.65
3882.7 83116. 0 583.5
164.27 147.95 63.98
0.02 0.08 0.01
s) 0.01 0 .13 0.00
71. 21 44.38 62 .13
24.48 5.02 19 .57
Elev Sta Elev
352 290 552 288 761 286 811 285 919 283
965 285 980 278 1005 278 1042 287 1185 288
1435 290
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
352 .08 965 .03 1042 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
965 1042 41 41 41 .l .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.32 Element Left OB Channel Right OB
Vel Head (ft) 0.06 Wt. n-Val. 0.080 0.030 0.080
w.s. Elev (ft) 287.26 Reach Len. (ft) 41.00 41.00 41.00
Crit W.S . (ft) Flow Area (sq ft) 673.13 494.05 4.85
E.G. Slope (ft/ft) 0.000174 Area (sq ft) 673.13 494.05 4.85
Q Total (cfs) 1352. 00 Flow (cfs) 262.13 1089.57 0.31
Top Width (ft) 449.95 Top Width (ft) 335. 71 77.00 37.24
Vel Total (ft/s) 1.15 Avg. Vel. (ft/s) 0.39 2.21 0.06
Max Chl Dpth (ft) 9.26 Hydr. Depth (ft) 2.01 6.42 0.13
Conv . Total (cfs) 102523 .8 Conv. (cfs) 19877.2 82623.4 23.1
Length Wtd . (ft) 41.00 Wetted Per. (ft) 335.79 79.63 37.24
Min Ch El (ft) 278.00 Shear (lb/sq ft) 0.02 0.07 0.00
Alpha 2.97 Stream Power (lb/ft s) 0.01 0.15 0.00
Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 70.01 42.64 62.06
C & E Loss (ft) 0.01 Cum SA (acres) 23.78 4.71 19.43
Warning : The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
RIVER: S.F. LICK CREEK
RS: 6784.
Description: 25' Up Stream from Face of Alex. Ave Box Culvert
Station Elevation Data
Sta Elev
346 290
917 283
1011. 77 278.72
Manning's n Values
Sta n Val
346 . 08
Sta
416
961
1047
Sta
980.16
Bank Sta: Left Right
980.16 1011. 77
Ineffective Flow num=
Sta L Sta R Elev
346 980.16 286
num= 14
Elev Sta
288 616
285 980.16
287 1077
num= 3
n Val Sta
.014 1011.77
Lengths: Left
24
2
Sta L Sta R
1011. 77 1257
Elev
287
278.72
288
n Val
.08
Channel
24
Elev
286
Sta
719
980 .66
1257
Right
24
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 287.31 Element
Vel Head (ft) 0 .17 Wt. n-Val.
w.s. Elev (ft) 287.13 Reach Len. (ft)
Crit W.S. (ft) 281.58 Flow Area (sq ft)
E.G. Slope (ft/ft) 0.000065 Area (sq ft)
Q Total (cfs) 1352.00 Flow (cfs)
Top Width (ft) 461.46 Top Width (ft)
Vel Total (ft/s) 1. 07 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 9.41 Hydr. Depth (ft)
Conv. Total (cfs) 168045.0 Conv. (cfs)
Length Wtd. (ft) 24.00 Wetted Per. (ft)
Min Ch El (ft) 277.72 Shear (lb/sq ft)
Alpha 9.70 Stream Power (lb/ft
Frctn Loss (ft) 0.00 Cum Volume (acre-ft )
C & E Loss (ft) 0.09 Cum SA (acres)
Elev Sta
286 796
277.72 1011 . 27
s)
289
Coeff Contr.
. 3
Left OB
0.080
24 .00
810.47
810.47
196.65
390 .65
0.24
2.07
24442.4
391 .73
0 .01
0.00
69.31
23.44
Elev
285
277.72
Expan.
. 5
Channel
0.014
24 .00
297.03
297.03
1100. 92
31.61
3. 71
9. 40
136837.9
32.85
0.04
0.14
42.27
4.66
Right OB
0.080
24.00
150.78
150.78
54 .43
39. 20
0.36
3 .85
6764.7
40.17
0.02
0.01
61.99
19 .39
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
RIVER: S.F. LICK CREEK
RS: 6762.
INPUT
Description: Up Stream from Face of Alex.
Station Elevation Data
Sta Elev Sta
350 290 425
980.66 277.68 1003.25
Manning's n Values
Sta n Val
350 . 08
Sta
980.16
num= 10
Elev Sta
288 625
277.68 1003.75
num= 3
n Val Sta
. 014 1003. 75
Ave Box
Elev
286.5
285
n Val
.08
Bank Sta: Left Right
980.16 1003.75
Lengths: Left Channel
Ineffective Flow
Sta L Sta R
350 980.16
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
num= 2
Elev Sta L
286 1003.75
64 64
Sta R
1072
Elev
286
Profile #PF 1
287.22 Element
0 .46 Wt. n-Val .
Culvert
Sta
684
1035
Right
64
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
286.75 Reach Len. (ft)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
282.45
0.000293
1352. 00
440.02
2 .11
9.07
78954.6
64. 00
277.68
6.67
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Elev Sta
286 980.16
287 1072
Coeff Contr.
.3
Left OB
0.080
64.00
405.42
405.42
132.54
389.03
0.33
1.04
7740.3
389.03
0.02
0.01
Frctn Loss (ft)
C & E Loss (ft)
Cum Volume (acre-ft) 68.98
Cum SA (acres)
CULVERT
REACH: S.F. Main
RIVER: S.F. LICK CREEK
RS: 6730.
INPUT
Description: Alex. Ave. Culvert (3-6x6)
Distance from Upstream XS 7
Deck/Roadway Width 50
Weir Coefficient 2.6
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 7
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
391 287.08 591 285.88
988.5 285.95 991.12 285.88
1491.12 288.88
Upstream Bridge Cross Section Data
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev
350 290 425 288 625 286.5
980.66 277 .68 1003.25 277.68 1003.75 285
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
350 .08 980.16 .014 1003.75 .OB
Bank Sta: Left Right Coeff Contr. Expan.
Sta
791.12
1003
Sta
684
1035
23.23
Hi Cord Lo Cord
287.08
285.95
Elev Sta
286 980.16
287 1072
Elev
285
288
Expan.
.5
Channel
0.014
64.00
210.40
210.40
1212.46
23.59
5.76
8.92
70805 .8
37.26
0.10
0.60
42.13
4.64
Elev
285
288
Right OB
0.080
64.00
24.04
24.04
6 .99
27. 41
0.29
0.88
408.5
27 .46
0.02
0.00
61.94
19.37
980.16 1003.75
Ineffective Flow
Sta L Sta R
350 980.16
num= 2
Elev Sta L
286 1003.75
.3
Sta R
1072
Downstream Deck/Roadway Coordinates
num= 7
. 5
Elev
286
Sta Hi Cord Lo Cord
391 287.08
Sta Hi Cord Lo Cord
591 285.88
988.5 285.95 991.12 285 .88
1491.12 288.88
Downstream Bridge Cross Section Data
Station Elevation Data num= 9
Sta Elev Sta Elev Sta Elev
Sta Hi Cord Lo Cord
791.12 287 .08
1003 285.95
Sta Elev Sta Elev
621 287 718 286 805 285 980.16 285 980.66 277.5
1003.l 277.5 1003 .6 285
Manning's n Values num=
Sta n Val Sta n Val
621 .08 980.16 .014
Bank Sta: Left Right Coe ff
980 .16 1003.6
Ineffective Flow num=
Sta L Sta R Elev Sta L
621 980.16 285 1003.6
Upstream Embankment side slope
Downstream Embankment side slope
1035 287 1072 288
3
Sta n Val
1003.6 .08
Contr. Expan.
. 3 .5
2
Sta R Elev
1072 285
Maximum all owable submergence for weir flow
Elevation at which weir flow begins
4 horiz. to 1.0 vertical
4 horiz. to 1.0 vertical
.95
285.88
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Culverts 1
Culvert Name Shape Rise
Al ex. Ave. Box 6
FHWA Chart # 8 -flared wingwalls
Span
6
Broad Crested
FHWA Scale # 3 -Wingwall flared o deg.
Solution Criteria = Highest U.S. EG
(sides extended straight)
Culvert Upstrm Dist Length n Value Entrance Loss Coef
. 4 .5 64 .014
Number of Barrels = 3
Upstream Elevation
Centerline St a t ions
Sta. Sta.
983.66 991.93
Sta.
1000
277.72
Downstream Elevation= 277.54
Centerline Stations
Sta. Sta. Sta.
983.66 991 .83 1000
CULVERT OUTPUT Profile #PF 1
Culvert ID : Alex. Ave.
Culv Q (cfs) 652.02
# Barrels 3
Q Barrel (cfs) 217 .34
E.G. us. (ft) 287 .22 w.s. us. (ft) 286 .75
Delta EG (ft) 0 .35
Delta WS (ft) 2.97
E.G. IC (ft) 286.84
E.G. oc (ft ) 287.22
Cul v Vel In (ft/s)
Culv Vel Out (ft/s)
Cul v Inv El Up (ft)
Cul v Inv El Dn (ft)
Culv Frctn Ls (ft)
Culv Ext Lss (ft)
Cul v Ent Lss (ft)
Q Weir (cfs)
Weir Sta Lft (ft)
Exit Loss Coef
1
6.04
6.04
277.72
277.54
0.12
0 .23
699.98
529 .11
Culvert Control Outlet Weir Sta Rgt (ft) 1043 .11
Culv WS In (ft) 283. 72 Weir Submerg 0.00
Culv WS Out (ft) 283 .54 Weir Max Depth (ft) 1. 34
Culv Nml Depth (ft) Weir Avg Depth (ft) 0.63
Culv Crt Depth (ft)
Culv Ful Lngh (ft)
3.44
64.00
Wr Flw Area (sq ft)
Min Top Rd (ft)
324.35
285.88
CROSS SECTION
REACH: S.F. Main
RIVER : S.F. LICK CREEK
RS: 6698.
INPUT
Description: Down
Station Elevation
Sta Elev
621 287
1003.1 277.5
Stream
Data
Sta
718
1003.6
Manning's n Values
Sta n Val Sta
621 .08 980.16
Bank Sta: Left Right
980.16 1003.6
Ineffective Flow num=
Sta L Sta R Elev
621 980.16 285
Face of Alex. Ave Box Culvert
num= 9
Elev Sta Elev Sta
286 805 285 980.16
285 1035 287 1072
num= 3
n Val Sta n Val
.014 1003.6 .08
Lengths: Left Channel Right
23 23 23
2
Sta L Sta R Elev
1003.6 1072 285
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv . Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
286.87
3.08
283.79
283.79
0.002686
2025.00
23.28
14.09
6.29
39071. 9
23.00
277.50
1. 00
0.07
0.59
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Elev Sta
285 980.66
288
Coeff Contr.
.3
Left OB
23.00
68.68
22.94
Elev
277.5
Expan.
.5
Channel
0.014
23.00
143.69
143.69
2025.00
23.28
14.09
6.17
39071. 9
35.04
0.69
9.69
41 .87
4.61
Right OB
23.00
61.93
19.35
Warning: The energy equation could not be balanced within the specified number of iterations.
The
program used critical depth for the water surface and continued on with the
calculation s.
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
Warning: During the standard step iterations, when the assumed water surface was set equal to
critical depth, the calculated water surface came back below critical depth. This
indicates
that there is not a valid subcritical answer. The program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the
lowest, valid,
e nergy was used.
CROSS SECTION
REACH: S .F. Main
INPUT
RI VER: S.F. LICK CREEK
RS: 6675.
Description: 25' Down Stream of Alex. Ave.
Station Elevation Data num= 10
Sta Elev Sta Elev Sta Elev
621 285 770 285 933 282
980 .66 277.5 1011. 3 277.5 1011 . 8 278.5
Manning's n Values num= 3
Sta Elev Sta Elev
977 281 980.16 278.5
1040 284 1086 287
Sta
621
n Val
.08
Sta
980.16
Right
1011 .3
n Val Sta
.025 1011.3
n Val
.08
Lengths: Left Channel
43 43
Right
43
Bank Sta: Left
980 .16
Ineffective Flow
Sta L Sta R
621 980.16
num= 2
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Elev Sta L
285 1011.3
Sta R
1086
Elev
285
Profile #PF 1
285.28
1.91
283.37
282.59
0.003380
2025.00
178.31
11.09
5.87
34831.4
43.00
277.50
1. 00
0.08
0.82
El ement
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq f t)
Stream Power (l b /ft s)
Cum Vol ume (acre-ft)
Cum SA (acres)
Coeff Contr.
. 3
Left OB
43.00
144.92
121.69
68.64
22 .91
Expan .
. 5
Channel
0.025
43 .00
182.60
182.60
2025.00
31.14
11. 09
5 .86
34831.4
31.76
1.21
13 .45
41.79
4 .59
Right OB
43.00
63.53
25.48
61. 91
19.35
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance r atio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main
INPUT
Description:
Station Elevation Data
Sta Elev Sta
900 286 980
1335 277 1340
Manning's n Values
Sta n Val Sta
900 .08 1308
Bank Sta: Left
1308
Right
1356
CROSS SECTION OUTPUT
E.G. Elev (ft )
Vel Head (ft)
W.S. Elev (ft )
Crit W.S. (ft )
E.G. Slope (ft/ft )
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
RS: 6632.
num= 10
Elev Sta Elev Sta
281 1100 283.5 1230
277 1345 280 1356
num= 3
n Val Sta n Val
.03 1356 .08
Lengths: Left Channel Right
20
Profile #PF 1
284.38
0 .26
284.11
0.001231
2025.00
459.58
2.01
7 .11
57727.2
20.00
277.00
4.19
0.03
0.00
20 20
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft )
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s )
Cum Vol ume (acre-ft)
Cum SA (acres)
CROSS SECTION RI VER: S.F. LICK CREEK
Elev Sta
282 1308
282 1420
Coeff Contr.
.1
Left OB
0 .080
20.00
720.69
720.69
722.06
377.79
1. 00
1.91
20584.0
377.95
0.15
0.15
68.21
22.66
Elev
280
286
Expan.
.3
Channel
0.030
20.00
249.37
249.37
1278.86
48.00
5.13
5.20
36456.8
49 .18
0.39
2.00
41.57
4.55
Right OB
0.080
20.00
35.68
35 .68
24.08
33.79
0.67
1. 06
686.4
33.86
0 .08
0.05
61. 86
19.32
REACH: S.F. Main RS: 6612.
INPUT
Description:
Station Elevation Data num= 9
Sta El ev Sta Elev Sta Elev Sta El ev Sta Elev
900 286 980 281 1100 283 .5 1230 282 1308 280
1335 278 1345 280 1356 282 1420 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
900 .08 1308 .03 1356 .08
Bank Sta : Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1308 1356 189 189 189 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 284.35 Element Left OB Channel Right OB
Vel Head (ft) 0.28 Wt. n-Val. 0 .080 0.030 0.080 w.s. Elev (ft) 284.06 Reach Len. (ft) 189 .00 189.00 189.00
Crit W.S. (ft) Flow Area (sq ft) 701.40 220.92 33.98
E.G. Slope (ft/ft) 0.001612 Area (sq ft) 701.40 220.92 33.98
Q Total (cfs) 2025.00 Flow (cfs) 791.10 1208.09 25.82
Top Width (ft) 457.95 Top Width (ft) 376.97 48.00 32.97
Vel Total (ft/s) 2.12 Avg. Vel. (ft/s) 1.13 5.47 0.76
Max Chl Dpth (ft) 6.06 Hydr. Depth (ft) 1.86 4.60 1. 03
Conv. Total (cfs) 50433.0 Conv. (cfs) 19702.4 30087.6 643.0
Length Wtd. (ft) 189.00 Wetted Per. (ft) 377.13 48 .45 33.04
Min Ch El (ft) 278.00 Shear (lb/sq ft) 0 .19 0.46 0.10
Alpha 4.09 Stream Power (lb/ft s) 0.21 2.51 0.08
Frctn Loss (ft ) 0.35 Cum Volume (acre-ft) 67 .89 41.46 61.84
C & E Loss (ft) 0.03 Cum SA (acres) 22.49 4.53 19.30
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 6423.
INPUT
Description:
Station Elevation Data num= 14
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1030 286 1095 284 1150 282 1180 282 1225 282 .5
1310 282 1360 280 1374 277 1380 278 1408 278
1420 278 1430 284 1438 285 1510 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1030 .08 1360 .05 1430 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1360 1430 157 157 157 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 283 .97 Element Left OB Channel Right OB
Vel Head (ft) 0.20 Wt. n-Val. 0 .080 0.050 w.s. Elev (ft) 283.78 Reach Len. (ft) 157.00 157.00 157.00
Crit W.S. (ft) Fl ow Area (sq ft) 434.25 370.47
E.G. Slope (ft/ft) 0.002088 Area (sq ft) 434.25 370.47
Q Total (cfs) 2025.00 Fl ow (cfs) 520.26 1504.74
Top Width (ft) 328 .51 Top Width (ft) 258.88 69.63
Vel Total (ft/s ) 2 .52 Avg. Vel. (ft/s) 1.20 4.06
Max Chl Dpth (ft) 6.78 Hydr. Depth (ft) 1 .68 5.32
Conv. Total (cfs) 44311.9 Conv. (cfs) 11384. 5 32927 .4
Length Wtd. (ft) 157.00 Wetted Per. (ft) 258.96 71.63
Min Ch El (ft) 277.00 Shear (lb/sq ft) 0.22 0.67
Alpha 1. 99 Stream Power (lb/ft s ) 0 .26 2.74
Frctn Loss (ft) 0.16 Cum Volume (acre-ft) 65.42 40.18 61.77
C & E Loss (ft) 0.04 Cum SA (acres) 21 .11 4.28 19.23
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 6266.
INPUT
Description:
Station Elevation Data num= 13
Sta El ev Sta Elev Sta Elev Sta
1030 286 1090 284 118S 282 119S
1267 277 1280 278 1330 278 1340
1362 282 1480 284 1623 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1030 .08 119S .OS 1340 .08
Bank Sta : Left Right Lengths: Left Channel Right
119S 1340 91 91 91
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 283.78 El ement
Vel Head (ft) 0.08 Wt. n-Val.
w.s. Elev (ft) 283 .70 Reach Len. (ft)
Crit W.S. (ft) Fl ow Area (sq ft )
E.G. Slope (ft/ft) 0.000621 Area (sq ft)
Q Total (cfs) 202S .00 Fl ow (cfs)
Top Width (ft) 3S7.67 Top Width (f t)
Vel Total ( ft /s ) 1.89 Avg. Vel. (ft/s)
Max Chl Dpth (ft) 6.70 Hydr. Depth (ft)
Conv. Total (cfs) 81284.6 Conv. (cfs)
Length Wtd. (ft ) 91.00 Wetted Per. (ft)
Min Ch El (ft) 277.00 Shear (lb/sq ft)
Alpha 1.42 Stream Power (l b /ft
Frctn Loss (ft) 0.06 Cum Volume (acre-ft )
C & E Loss (ft) 0.00 Cum SA (acres)
CROSS SECTION
REACH: S .F. Main
RIVER: S.F. LICK CREEK
RS: 617S.
INPUT
Description:
Station Elevation Data
Sta Elev
1020 286
1230 278
1S47 284
Manning's n Values
Sta n Val
1020 . 08
Sta
1100
126S
1SS8
Sta
1230
Bank Sta: Left
1230
Right
1310
CROSS SECTI ON OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
num=
Elev
284
277
286
num=
n Val
.OS
12
Sta
1130
1310
3
Sta
1310
Elev
282
278
n Val
.08
Sta
113S
131S
Lengths: Left Channel Right
llS llS llS
Profile #PF 1
283.71
0.09
283.63
0.000778
202S.OO
406.38
1.71
6.63
72622.7
Element
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (f t)
Avg. Vel. (ft/s)
Hydr . Depth (ft)
Conv. (cfs)
s)
El ev Sta
280 1234
278 13SO
Coeff Contr.
.1
Left OB
0.080
91.00
9S.31
9S.31
4S.S6
90.S8
0.48
1. OS
1828 .6
90.80
0 .04
0.02
64.47
20.48
Elev Sta
280 1190
280 1360
Coeff Contr.
.1
Left OB
0 .080
llS. 00
426.88
426 .88
SOl.73
124 .38
1.18
3.43
17993 .7
Elev
278
280
Expan .
. 3
Channel
o.oso
91 .00
809.98
809.98
1887 .04
14S .00
2.33
S .S9
7S746.9
14S.10
0.22
o.so
38 .0S
3.89
Elev
279.8
282
Expan .
.3
Channel
o.oso
llS. 00
490.0S
490 .0S
13S9.21
80.00
2.77
6 .13
4874S.6
Right OB
0.080
91.00
164.22
164.22
92.40
122.09
O.S6
l.3S
3709.1
122.47
o.os
0.03
61.47
19.01
Right OB
0.080
llS. 00
264.82
264.82
164.0S
201.99
0.62
1.31
S883.4
Length Wtd. (ft) 115.00 Wetted Per. (ft) 124.86 80 .03 202.43
Min Ch El (ft) 277.00 Shear (lb/sq ft) 0.17 0.30 0.06
Alpha 1.89 Stream Power (lb/ft s) 0 .20 0.82 0.04
Frctn Loss (ft) 0.17 Cum Volume (acre-ft) 63.92 36.70 61 .03
C & E Loss (ft) 0.03 Cum SA (acres) 20.25 3.66 18.67
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 6050.
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1055 286 1140 284 1178 282 1194 280 1210 278
1228 276.5 1240 278 1260 280 1315 282 1422 283
1509 284 1547 285 1563 286
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1055 .08 1194 .05 1260 .08
Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan .
1194 1260 135 107 180 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 283.51 Element Left OB Channel Right OB
Vel Head (ft) 0.39 Wt. n -Val. 0 .080 0.050 0.080 w.s. Elev (ft) 283.12 Reach Len . (ft) 135.00 107 .00 180.00
Crit W.S . (ft) Flow Area (sq ft) 45.96 324.64 184.14
E.G. Slope (ft/ft ) 0.003920 Area (sq ft) 45 .96 324 .64 184.14
Q Total (cfs) 2025.00 Flow (cfs) 61. 21 1740 .36 223.43
Top Width (ft) 276 .07 Top Width (ft) 37.34 66 .00 172.73
Vel Total (ft/s ) 3.65 Avg. Vel. (ft/s) 1. 33 5.36 1.21
Max Chl Dpth (ft) 6.62 Hydr. Depth (ft) 1. 23 4.92 1.07
Conv . Total (cfs) 32343.6 Conv. (cfs) 977 .7 27797.2 3568.6
Length Wtd. (ft) 123 .19 Wetted Per. (ft) 37.50 66.38 172 .77
Min Ch El (ft) 276.50 Shear (lb/sq ft) 0 .30 1.20 0 .26
Alpha 1.87 Stream Power (lb/ft s ) 0.40 6.42 0.32
Fr ctn Loss (ft ) 0.39 Cum Volume (acre-ft) 63 .30 35.62 60 .43
C & E Loss (ft) 0.03 Cum SA (acres) 20.04 3.46 18.18
CROSS SECTION RIVER : S.F. LICK CREEK
REACH: S.F. Main RS: 5943.
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 284.3 1010 284 1030 280 1050 278 1060 276
1065 275 1075 275 1080 276 1085 278 1155 280
1200 282 1265 283 1354 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .08 1050 .05 1085 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1050 1085 110 116 95 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 283 .10 Element Left OB Channel Right OB
Vel Head (ft) 0.29 Wt. n-Val. 0.080 0.050 0.080 w.s. Elev (ft) 282.81 Reach Len. (ft) 110 .00 116 .00 95.00
Crit W.S. (ft) Flow Area (sq ft ) 95 .92 238 .33 369.39
E.G. Slope (ft/ft) 0.002535 Area (sq ft) 95.92 238.33 369.39
Q Total (cfs) 2025.00 Flow (cfs) 177.64 1262 .52 584.84
Top Width (ft) 236.66 Top Width (ft) 34.05 35.00 167.62
Vel Total (ft/s) 2.88 Avg. Vel. (ft/s) 1. 85 5.30 1. 58
Max Chl Dpth (ft) 7.81 Hydr. Depth (ft) 2 .82 6.81 2.20
Conv. Total (cfs) 40217.2 Conv. (cfs) 3527.9 25074.l 11615.2
Length Wtd. (ft) 110.46 Wetted Per. (ft) 34.43 35.78 167.70
Min Ch El (ft) 275.00 Shear (lb/sq ft) 0.44 1. 05 0.35
Alpha 2.24 Stream Power (lb/ft s) 0.82 5 .58 0 .55
Frctn Loss (ft) 0.31 Cum Volume (acre-ft) 63.08 34.93 59.29
C & E Loss (ft) 0.01 Cum SA (acres) 19.93 3.34 17.48
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 5827.
INPUT
Description:
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1038 284 1105 282 1145 280 1170 278 1180 276
1183 275 1195 275 1200 276 1210 278 1248 280
1333 282 1380 282.5 1438 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1038 .08 1170 .05 1210 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan .
1170 1210 170 211 130 .l .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 282.78 Element Left OB Channel Right OB
Vel Head (ft) 0.36 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 282.42 Reach Len. (ft) 170.00 211. 00 130.00
Crit W.S. (ft) Flow Area (sq ft) 145.00 252.67 258.42
E.G. Slope (ft/ft) 0.003171 Area (sq ft) 145.00 252.67 258.42
Q Total (cfs) 2025.00 Flow (cfs) 227.15 1429.23 368 .62
Top Width (ft) 281.14 Top Width (ft) 78.96 40.00 162 .17
Vel Total (ft/s) 3.09 Avg. Vel. ( ft/s) 1. 57 5.66 1.43
Max Chl Dpth (ft) 7.42 Hydr. Depth (ft) 1. 84 6.32 1.59
Conv. Total (cfs) 35962 .0 Conv. (cfs) 4034.0 25381.7 6546.3
Length Wtd. (ft) 176.93 Wetted Per. (ft) 79.10 40.66 162.25
Min Ch El (ft) 275.00 Shear (lb/sq ft) 0.36 1.23 0.32
Alpha 2.44 Stream Power (l b/ft s) 0.57 6.96 0.45
Frctn Loss (ft) 0. 40 Cum Volume (acre-ft) 62 .77 34.28 58.61
C & E Loss (ft) 0.07 Cum SA (acres) 19.79 3 .24 17.12
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 5616.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
938 283.6 1000 282.5 1080 282 1104 280 1113 276
1115 275 1125 275 1134 276 1138 278 1220 279.l
1400 280 1430 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
938 .08 1104 .05 1138 .08
Bank Sta: Left Right Lengths : Left Channel Right Coe ff Contr. Expan.
1104 1138 100 296 225 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 282.30 Element Left OB Channel Right OB
Vel Head (ft) 0.12 Wt. n-Val. 0.080 0.050 0.080 w.s. Elev (ft) 282.19 Reach Len. (ft) 100.00 296.00 225.00
Crit W.S . (ft) Flow Area (sq ft) 31. 41 203.94 791. 50
E.G. Slope (ft/ft) 0.001687 Area (sq ft) 31.41 203.94 791. 50
Q Total (cfs) 2025.00 Flow (cfs) 16.62 796.91 1211. 46
Top Width (ft) 366.72 Top Width (ft) 54.30 34.00 278.42
Vel Total (ft/s) 1.97 Avg. Vel. (ft/s) 0.53 3.91 1 .53
Max Chl Dpth (ft) 7.19 Hydr . Depth (ft) 0.58 6.00 2.84
Conv. Total (cfs) 49295.3 Conv. (cfs) 404.7 19399.6 29491 .1
Length Wtd. (ft) 230.81 Wetted Per. (ft) 54.39 35 .61 278.58
Min Ch El (ft) 275. 00 Shear (lb/sq ft) 0.06 0.60 0.30
Alpha 1. 91 Stream Power (lb/ft s) 0.03 2.36 0.46
Fr ctn Loss (ft) 0.39 Cum Volume (acre-ft) 62.43 33 .17 57.04
C & E Loss (ft) 0.00 Cum SA (acres) 19.53 3.06 16.46
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 5320.
INPUT
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
994 283.4 1037 282 1086 280 1191 278 1260 278
1270 276 1273 275 1279 275 1300 276 1335 282
1415 284
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
994 .08 1260 .05 1335 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1260 1335 70 120 180 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 281.91 Element Left OB Channel Right OB
Vel Head (ft) 0 .11 Wt. n-Val. 0.080 0.050
w.s. Elev (ft) 281.80 Reach Len. (ft) 70.00 120.00 180.00
Crit W.S . (ft) Flow Area (sq ft) 595.89 338 .12
E.G . Slope (ft/ft) 0.001700 Area (sq ft) 595.89 338.12
Q Total (cfs) 2025.00 Flow (cfs) 891. 61 1133.39
Top Width (ft) 291 .93 Top Width (ft) 218 .10 73 .83
Vel Total (ft/s) 2.17 Avg. Vel. (ft/s) 1.50 3.35
Max Chl Dpth (ft) 6 .80 Hydr. Depth (ft) 2.73 4.58
Conv. Total (cfs) 49120.2 Conv. (cfs) 21627.6 27492.6
Length Wtd. (ft) 100.49 Wetted Per. (ft) 218.16 74.71
Min Ch El (ft) 275.00 Shear (lb/sq ft) 0.29 0.48
Alpha 1. 55 Stream Power (lb/ft s) 0.43 1. 61
Fr ctn Loss (ft) 0.19 Cum Volume (acre-ft) 61. 71 31. 33 54.99
C & E Loss (ft) 0.01 Cum SA (acres) 19.22 2.69 15.74
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 5200.
INPUT
Description: Last Cypress Meadows Section
Station Elevation Data num= 13
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1016 283.4 1051 282 1085 280 1192 278 1225 276
1227 274 1230 273 1240 273 1245 274 1254 276
1275 280 1329 282 1404 283
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1016 .08 1225 .05 1275 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1225 1275 200 100 150 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 281.71 Element Left OB Channel Right OB
Vel Head (ft) 0.20 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 281.51 Reach Len. (ft) 200.00 100.00 150.00
Crit W.S. (ft) Flow Area (sq ft) 436.62 294.45 30.74
E.G. Slope (ft/ft) 0.002132 Area (sq ft) 436.62 294.45 30.74
Q Total (cfs) 2025 .00 Fl ow (cfs) 714.22 1288.94 21.84
Top Width (ft) 256.40 Top Width (ft) 165.65 50.00 40.74
Vel Total (ft/s) 2.66 Avg. Vel. (ft/s) 1.64 4.38 0.71
Max Chl Dpth (ft) 8.51 Hydr . Depth (ft) 2.64 5.89 0.75
Conv. Total (cfs) 43851.9 Conv. (cfs) 15466.6 27912.3 473.0
Length Wtd. (ft) 142.87 Wetted Per. (ft) 165.78 51.69 40.77
Min Ch El (ft) 273.00 Shear (lb/sq ft ) 0.35 0.76 0.10
Alpha 1. 86 Stream Power (lb/ft s) 0 .57 3.32 0.07
Frctn Loss (ft) 0.51 Cum Volume (acre-ft) 60.88 30.46 54.93
C & E Loss (ft) 0.01 Cum SA (acres) 18.91 2.52 15.66
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections .
CROSS SECTION
REACH: S.F. Main
INPUT
Description:
Station Elevation
Sta Elev
382 283.4
533 273.37
712 281.1
Manning's n Values
Sta n Val
382 . 08
RIVER: S.F. LICK CREEK
RS: 5050.
Data
Sta
419
535
780
num=
Elev
281.03
278.07
281.89
num=
Sta n Val
525 . 05
13
Sta
500
560
868
3
Sta
535
Elev
278.31
277.82
283
n Val
.08
Sta
525
613
El ev
276.22
278.11
Sta
527
668
Bank Sta: Left
525
Right
535
Lengths: Left Channel
238 210
Right
130
Coeff Contr.
. 1
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft )
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
Profile #PF 1
281.19
0.26
280 .93
0.007249
2025.00
286.37
3.08
7.56
23784.3
188.88
273.37
1. 78
0. 45
0.04
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.080
238 .00
194.02
194.02
467.35
103.08
2.41
1.88
5489.2
103.21
0.85
2.05
59.43
18.29
Elev
273.8
279.1
Expan .
.3
Channel
0.050
210.00
66.35
66.35
467.81
10.00
7.05
6.63
54 94. 6
14.26
2 .11
14.84
30.04
2.45
Right OB
0.080
130.00
396.79
396.79
1089.84
173.30
2.75
2.29
12800.5
173.35
1.04
2 .85
54.19
15.29
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
RIVER: S.F. LICK CREEK
RS: 4930.
Description: New Section Added 10-20-99
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev
0 282.8 57 280 117 279
228 275.97 292 273.64 296 273.64
Sta Elev Sta Elev
190 277 .5 227 277
300 275.97 331 277.53
375 279
Manning's n Values
Sta n Val
0 . 08
458 282.81
num=
Sta n Val
228 . 05
3
Sta
300
n Val
.08
Bank Sta: Left
228
Right
300
Lengths: Left Channel
150 180
Right
250
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpt h (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: S .F. Main
INPUT
Description:
Station Elevation Data
Profile #PF 1
280 .70
0.12
280.58
0. 001181
2025.00
364.15
1. 96
6.94
58920 . l
209 .11
273.64
2.02
0.23
0.02
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: S.F. LICK CREEK
RS: 4810.
num= 10
Sta Elev Sta Elev Sta Elev Sta
Coe ff Contr.
.1
Left OB
0.080
150.00
365.29
365.29
369.35
182.77
1.01
2.00
10746.9
183.25
0.15
0.15
57.90
17.51
El ev Sta
900 283 1145 280.78 1221 279.59 1242 274.96 1246
1251 271.91 1258 276.07 1316 276 .05 1466 276 1666
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
900 .08 1242 .OS 1258 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr.
1242 1258 300 100 200 .1
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 280.45 Element Left OB
Vel Head (ft) 0.05 Wt. n-Val. 0.080
w.s. Elev (ft) 280.40 Reach Len. (ft) 300.00
Crit W.S. (ft) Flow Area (sq ft) 86 .37
E.G. Slope (ft/ft) 0 .001007 Area (sq ft) 86.37
Q Total (cfs) 2025.00 Flow (cfs) 56.92
Top Width (ft) 406.48 Top Width (ft) 72.55
Vel Total (ft/s) 1. 50 Avg. Vel. (ft/s) 0.66
Max Chl Dpth (ft) 8.59 Hydr. Depth (ft) 1.19
Conv. Total (cfs) 63813.5 Conv. (cfs) 1793.6
Length Wtd. (ft) 204.45 Wetted Per. (ft) 73.06
Min Ch El (ft) 271. 81 Shear (lb/sq f t) 0 .07
Alpha 1. 54 Stream Power (lb/ft s) 0.05
Frctn Loss (ft) 0.30 Cum Volume (acre-ft) 57 .13
C & E Loss (ft) 0.01 Cum SA (acres) 17.07
Expan.
.3
Channel Right OB
0.050 0.080
180.00 250.00
420.33 247.59
420.33 247.59
1383.34 272.30
72.00 109.38
3 .29 1.10
5.84 2.26
40250.2 7923 .0
72. 67 109.48
0.43 0.17
1.40 0.18
28.87 53 .23
2 .26 14.86
Elev
271. 81
284
Expan.
. 3
Channel Right OB
0.050 0 .080
100.00 200.00
115. 58 1149. 07
115 . 58 1149. 07
373.33 1594.75
16.00 317.93
3.23 1.39
7.22 3.61
11764.8 50255.l
18.24 318.02
0.40 0.23
1.29 0.32
27.76 49.23
2.07 13.64
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
RIVER: S.F. LICK CREEK
RS: 4580.
Description:
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
505 281.9 555 278 593 277.9 668 276.42 735 276.24
739 271.5 746 271.5 750 275. 72 830 278 933 280.2
1013 282 .6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
505 .08 735 .05 750 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
735 750 170 340 270 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft ) 280.14 Element Left OB Channel Right OB
Vel Head (ft) 0 .12 Wt . n-Val . 0.080 0.050 0.080
w.s. Elev (ft) 280.02 Reach Len. (ft) 170.00 340 .00 270.00
Crit W.S . (ft) Fl ow Area (sq ft) 567.26 109.93 348.92
E.G. Slope (ft/ft) 0.002382 Area (sq ft) 567.26 109.93 348.92
Q Total (cfs) 2025.00 Fl ow (cfs) 1010.04 513.53 501.42
Top Width (ft) 395.68 Top Width (ft ) 205.94 15.00 174.73
Vel Total (ft/s) 1.97 Avg. Vel. (ft/s) 1.78 4.67 1 .44
Max Chl Dpth (ft) 8 .52 Hydr. Depth (ft) 2.75 7 .33 2.00
Conv. Total (cfs) 41495.3 Conv. (cfs) 20697.3 10523.1 10275.0
Length Wtd. (ft) 226.25 Wetted Per. (ft) 206.04 19.02 174.79
Min Ch El (ft) 271. 50 Shear (lb/sq ft) 0.41 0.86 0.30
Alpha 1. 96 Stream Power (lb/ft s) 0.73 4.01 0.43
Frctn Loss (ft) 0 .71 Cum Volume (acre-ft) 54.88 27.50 45.79
C & E Loss (ft) 0.01 Cum SA (acres) 16 .11 2.04 12.51
CROSS SECTION RI VER: S.F. LICK CREEK
REACH: S.F. Main RS: 4310.
INPUT
Description:
Station Elevation Data num= 11
Sta El ev Sta Elev Sta Elev Sta El ev Sta Elev
730 280.3 1000 277.9 1030 275.95 1090 274.97 1153. 5 274.52
1158. 5 271. 28 1165 274.54 1174 275 .51 1183 277.51 1198 278.96
1261 281.16
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
730 .08 1153 .5 .05 1165 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan.
1153.5 1165 450 450 450 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft) 279 .43 El ement Left OB Channel Right OB
Vel Head (ft) 0.18 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 279.25 Reach Len. (ft ) 450.00 450.00 450.00
Crit W.S. (ft) Flow Area (sq ft) 684.93 72.93 79.01
E.G. Slope (ft/ft) 0.004316 Area (sq ft) 684.93 72. 93 79.01
Q Total (cf s) 2025.00 Flow (cfs) 1432 .76 444.33 147.90
Top Width (ft) 357.81 Top Width (ft) 305.08 11. 50 41.23
Vel Total (ft/s ) 2.42 Avg. Vel. (ft/s) 2.09 6.09 1 .87
Max Chl Dpth (ft ) 7 .97 Hydr. Depth (f t) 2.25 6.34 1.92
Conv. Total (cfs) 30823.7 Conv. (cfs) 21808.9 6763.4 2251. 3
Length Wtd. (ft ) 450 .00 Wetted Per. (ft) 305.16 13.23 41.58
Min Ch El (ft) 271.28 Shear (lb/sq ft) 0.60 1.49 0.51
Alpha 1.96 Stream Power (lb/ft s) 1.27 9 .05 0.96
Frctn Loss (ft) 1.61 Cum Volume (acre-ft) 52 .43 26.79 44.46
C & E Loss (ft) 0.01 Cum SA (acres) 15.11 1 .94 11. 84
Warning: The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 3860.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
600 280.8 1000 276.8S 1048 27S 1068 272.98 1111 273.3
1120 272. 2S 1137 268.93 1141 268.93 114S 272.98 ll 7S 27S.13
1203 27S.7S 127S 280
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
600 .08 1120 .OS 114S .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1120 114S 110 110 110 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 277.80 Element Left OB Channel Right OB
Vel Head (ft) 0.28 Wt. n-Val. 0.080 o.oso 0.080
w.s. Elev (ft) 277.S2 Reach Len. (ft) 110. 00 110. 00 110.00
Crit W.S. (ft) Flow Area (sq ft) 401.lS 178.46 188.83
E.G. Slope (ft/ft) 0.003021 Area (sq ft) 401.lS 178.46 188.83
Q Total (cfs) 202S.00 Flow (cfs ) 678.3S 1026.29 320.36
Top Width (ft) 300.97 Top Width (ft) 187.96 2S.OO 88.01
Vel Total (ft/s) 2.64 Avg. Vel. (ft/s) 1.69 S.7S 1. 70
Max Chl Dpth (ft) 8.S9 Hydr. Depth (ft) 2.13 7.14 2.lS
Conv. Total (cfs) 36843.1 Conv. (cfs) 12342.0 18672. s S828.6
Length Wtd. (ft) 110. 00 Wetted Per. (ft) 188.17 27.01 88.14
Min Ch El (ft) 268.93 Shear (lb/sq ft) 0 .40 1. 2S 0. 40
Alpha 2.62 Stream Power (lb/ft s) 0.68 7.17 0.69
Frctn Loss (ft) 0.29 Cum Volume (acre-ft) 46.82 2S.49 43.08
C & E Loss (ft) 0.04 Cum SA (acres) 12.S7 1. 7S 11.17
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 366S.
INPUT
Description:
Station Elevation Data num= 8
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
9SO 279.6 1000 276 1086 272.S 1087 268 .7 1100 268.7
1101 272 124S 276 1300 279.7S
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
9SO .08 1086 .OS 1101 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1086 1101 30 80 SS .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft) 277.47 Element Left OB Channel Right OB
Vel Head (ft) O.lS Wt. n-Val. 0.080 o.oso 0.080
W.S. Elev (ft) 277.32 Reach Len. (ft) 30.00 80.00 SS.00
Crit W.S. (ft) Flow Area (sq ft) 27S.92 12S. 72 490.SS
E.G. Slope (ft/ft) 0.002401 Area (sq ft) 27S.92 12S. 72 490 .SS
Q Total (cfs) 202S .00 Flow (cfs) 480.01 61S.90 929.09
Top Width (ft) 282.64 Top Width (ft) 104.31 lS.00 163.33
Vel Total (ft/s) 2.27 Avg. Vel. (ft/s) 1.74 4.90 1.89
Max Chl Dpth (ft) 8.62 Hydr . Depth (ft) 2 .6S 8.38 3.00
Conv. Total (cfs) 41322.S Conv. (cfs) 979S.2 12S68.2 189S9.l
Length Wtd. (ft) S6.79 Wetted Per. (ft) 104.43 20.38 163.43
Min Ch El (ft) 268.70 Shear (lb/sq ft) 0.40 0.92 0.4S
Alpha 1.88 Stream Power (lb/ft s) 0.69 4.S3 0.8S
Frctn Loss (ft)
C & E Loss (ft)
0 .01
0.02
Cum Volume (acre-ft)
Cum SA (acres)
45.97
12.20
25 .11
1.70
42 .22
10.85
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
Description: 14' us of
RIVER: S.F. LICK CREEK
RS: 3610.
longmire culvert
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev
936 279.6 986 276 1043 274
Sta Elev Sta
1076 272 1094
1106 267.97 1115 268 1144 273 1219 273.65 1243
1293 279.5
Manning's n Values
Sta n Val
936 .025
Sta
1094
Bank Sta: Left Right
1094 1115
Ineffective Flow num=
Sta L Sta R Elev
936 1076 276.92
num=
n Val
.018
Lengths:
2
Sta L
1144
3
Sta
1115
Left
14
Sta R
1293
n Val
.025
Channel
14
Elev
276.92
Right
14
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs}
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: S.F. Main
INPUT
277.43
0.08
277 .35
273.08
0.000091
2025.00
295.04
1.70
9.38
212284.7
14 .00
267.97
1.86
0.00
0.02
Element
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: S.F. LICK CREEK
RS: 3596.
Description: us face of longmire culvert
12
Sta
2300
Station Elevation Data num=
Sta Elev Sta Elev
2200 277.96 2250 277.5
Coeff Contr.
.3
Left OB
0.025
14.00
422.46
422.46
532.81
126.75
1.26
3.33
55855.3
127.33
0.02
0.02
45.73
12.12
Sta
2396
Elev
268
276
Expan.
.5
Channel
0.018
14.00
196.67
196.67
688.06
21.00
3.50
9.37
72130.8
21.00
0 .05
0.19
24.81
1.66
Elev
273.5
2396
2550
267.6 2427.5 267.6 2427.5
Elev
276
273.6
Sta
2350
2450
Elev
274.65
273.5 2500 274.25
276.7 2600 277 .86
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
2200 .025 2396 .018 2427.5 .025
Bank Sta: Left Right Lengths: Left Channel
2396 2427.5 61 61
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
2200 2396 276.92 2427.5 2600 276.92
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 277 .41 Element
Right
61
Coeff Contr.
.3
Left OB
Expan.
.5
Channel
Right OB
0.025
14.00
574.14
574.14
804 .13
147.29
1.40
3.90
84298.5
147.88
0.02
0.03
41.55
10.66
Right OB
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
0.16
277.25
272.63
0.000174
2025.00
315.37
2.20
9.65
153471.6
61.00
267.60
2.11
Wt. n-Val.
Reach Len. (ft)
Fl ow Area (sq ft)
Area (sq ft)
Fl ow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CULVERT
REACH: S.F. Main
RIVER: S.F. LICK CREEK
RS: 3567.
INPUT
Description:
Distance from Upstream XS 1
Deck/Roadway Width 57
Weir Coefficient 3
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 7
0.025
61.00
268.34
268.34
328.29
137.67
1 .22
1. 95
24880.9
137.72
0.02
0.03
45.62
12.08
Sta Hi Cord Lo Cord
2200 277.96
Sta Hi Cord Lo Cord
2300 277.46
Sta Hi Cord Lo Cord
2375 277
2400 276.92 2425 276.99
2600 277.86
Upstream Bridge Cross Section Data
Station Elevation Data num=
Sta El ev Sta Elev
2200 277.96 2250 277 .5
2396 267.6 2427.5 267 .6
2550 276.7 2600 277.86
Manning's n Values
Sta n Val
2200 .025
Sta
2396
num=
n Val
.018
12
Sta
2300
2427.5
3
Sta
2427.5
Bank Sta: Left
2396
I neffective Flow
Sta L Sta R
Right
2427.5
Coeff Contr.
. 3
2200 2396
num=
El ev
276.92
Sta L
2427.5
2
Sta R
2600
Downstream Deck/Roadway Coordinates
num= 7
Elev
276
273.6
n Val
.025
Expan.
.5
Elev
276.92
Sta Hi Cord Lo Cord
2200 277.96
Sta Hi Cord Lo Cord
2300 277.46
2400 276.92
2600 277.86
Downstream Bridge
Station Elevation
Sta El ev
2200 277.96
2396 267.48
2550 276
Manning's n Values
Sta n Val
2200 .025
2425 276.99
Cross Section Data
Data num= 12
Sta El ev Sta
2250 277.5 2300
2427.5
2600
Sta
2396
267.48
277.86
num=
n Val
.018
2427.5
3
Sta
2427.5
Bank Sta: Left
2396
Ineffective Flow
Sta L Sta R
Right
2427.5
Coeff Contr.
.3
num= 2
El ev Sta L Sta R
Elev
276.2
273.5
n Val
.025
Expan.
. 5
Elev
2500 277.36
Sta
2350
2450
Elev
274.65
273.5
Sta
2396
2500
Sta Hi Cord Lo Cord
2375 277
2500 277.36
Sta
2350
2450
Elev
273.85
273
Sta
2396
2500
0 .018
61 .00
303.97
303.97
1212.05
31.50
3.99
9.65
91859.3
43.40
0.08
0.30
24.73
1.65
Elev
273.5
274.25
Elev
273.4
273.5
0.025
61.00
347.26
347.26
484.66
146.21
1.40
2.38
36731.3
146.28
0.03
0.04
41.40
10.61
2200 2396 276.92 2427.5
Upstream Embankment side slope
Downstream Embankment side slope
2600 276.92
Maximum allowable submergence for weir flow
El evation at which weir flow begins
4 horiz. to 1.0 vertical
4 horiz. to 1.0 vertical
.95
276.92
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Cul verts 1
Cu l vert Name Shape Rise
Longmire Dr Box 7.7
FHWA Chart # 8 -flared wingwalls
Span
10
Broad Crested
FHWA Scale # 1 -Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length n Value Entrance Loss Coef
.5 1 57 .014
Number of Barrels = 3
Upstream Elevation
Centerline Stations
Sta. Sta.
2401 2411 .5
Sta.
2422
267.6
Downstream El evation = 267.48
Centerline Stations
Sta. Sta. Sta.
2401 2411.5 2422
CULVERT OUTPUT Profile #PF 1
Culvert ID : Longmire Dr
Culv Q (cfs) 1938.63
# Barrels 3
Q Barrel (cfs) 646.21
E.G. us. (ft) 277.40
w.s. us. (ft) 277.25
Delta EG (ft) 0.80
Delta ws (ft) 1. 61
E.G. IC (ft) 276.04
Culv Vel In (ft/s)
Culv Vel Out (ft/s)
Culv Inv El Up (ft)
Cul v Inv El Dn (ft)
Cul v Frctn Ls (ft)
Culv Ext Lss (ft)
Cul v Ent Lss (ft)
Q Weir (cfs)
Exit Loss Coef
1
8.39
8.39
267.60
267 .48
0 .13
0.13
0.55
86.37
E.G. oc (ft) 277.40 Weir Sta Lft (ft) 2309.54
Culvert Control Outlet Weir Sta Rgt (ft) 2508.30
Culv WS In (ft) 275.30 Weir Submerg 0.00
Culv ws Out (ft) 275 .18 Weir Max Depth (ft) 0 .48
Culv Nml Depth (ft) Weir Avg Depth (ft) 0.26
Cul v Crt Depth (ft) 5.06 Wr Flw Area (sq ft) 52 .50
Culv Ful Lngh (ft) 57.00 Min Top Rd (ft) 276.92
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 3538.
INPUT
Description: ds of longmire culvert
Station Elevat ion Data num= 12
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
2200 277 .96 2250 277.5 2300 276.2 2350 273.85 2396 273.4
2396 267.48 2427.5 267.48 2427.5
2550 276 2600 277.86
Manning's n Values num= 3
Sta n Val Sta n Val Sta
2200 .025 2396 .018 2427.5
Bank Sta: Left Right Lengths: Left
2396 2427.5 18
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R
2200 2396 276.92 2427 .5 2600
CROSS SECTION OUTPUT Profile #PF 1
273.5
n Val
.025
Channel
18
Elev
276 .92
2450
Right
18
273 2500
Coeff Contr.
.3
273.5
Expan.
. 5
E.G. Elev (f t) 276.60 Element Left OB Channel Right OB
Vel Head (f t) 0.96 Wt. n-Val. 0.018
w.s. Elev (f t) 275.64 Reach Len. (ft) 18.00 18.00 18.00
Crit W.S . (f t) 272.51 Flow Area (sq ft) 256.94
E.G. Slope (ft/ft) 0.000852 Area (sq ft) 126.51 256.94 218. 71
Q Total (cf s) 2025.00 Fl ow (cfs) 2025.00
Top Width (ft) 230 .75 Top Width (ft) 84. 02 31.50 115.24
Vel Total (ft/s) 7.88 Avg. Vel. (ft/s) 7.88
Max Chl Dp th (ft) 8.16 Hydr. Depth (ft) 8.16
Conv. Total (cfs) 69371.8 Conv. (cfs) 69371 .8
Length Wtd. (ft} 18.00 Wetted Per. (ft} 43.44
Min Ch El (ft} 267 .48 Shear (lb/sq ft) 0.31
Alpha 1. 00 Stream Power (lb/ft s} 2 .48
Frctn Loss (ft) 0.01 Cum Volume (acre-ft) 45.34 24.34 41. 00
C & E Loss (ft) 0.33 Cum SA (acres) 11. 92 1. 61 10.43
Warning: The velocity head has changed by more than 0.5 ft (0 .15 m}. This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance} is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections .
CROSS SECTION
REACH: S.F. Main
RIVER: S.F. LI CK CREEK
RS: 3520.
INPUT
Description: ds of ex longmire culvert
Station Elevation Data num= 11
Sta Elev Sta Elev Sta Elev Sta
969 277 .6 1018 273.5 1043 272 .5 1063
1075 267.36 1083 267.36 1087 268 1107
1266 277 .86
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
969 .025 1063 .018 1087 .025
Bank Sta: Left Right Lengths: Left Channel Right
1063 1087 50 50 50
CROSS SECTI ON OUTPUT Profile #PF 1
E.G. El ev (f t) 276.26 El ement
Vel Head (ft) 0.30 Wt . n-Val.
w.s. Elev (f t) 275.96 Reach Len. (ft )
Crit W.S. (ft) Flow Area (sq f t)
E.G. Slope (ft/ft} 0.000272 Area (sq ft)
Q Total (cf s) 2025.00 Flow (cfs)
Top Width (ft) 218.98 Top Width (ft)
Vel Total (ft/s) 2.95 Avg. Vel. (ft/s)
Max Chl Dpt h (ft) 8.60 Hydr . Depth (ft)
Conv. Total (cfs) 122867.3 Conv. (cfs)
Length Wtd. (ft) 50.00 Wetted Per. (ft)
Min Ch El (ft) 267.36 Shear (lb/sq ft)
Alpha 2.25 Stream Power (lb/ft
Frctn Loss (ft) 0 .02 Cum Volume (acre-ft)
C & E Loss (ft) 0.09 Cum SA (acres)
Elev Sta Elev
268 1067 267.36
273 1209 276
Coef f Contr . Expan.
. 3 .5
Left OB Channel Right OB
0.025 0 .018 0.025
50 .00 50.00 50.00
224.27 203.81 258.00
224.27 203.81 258.00
455 .96 1150. 95 418.09
74.39 24.00 120.60
2.03 5.65 1. 62
3.01 8 .49 2.14
27665 .4 69834.3 25367.6
75.01 24.10 121. 26
0.05 0.14 0.04
s) 0.10 0.81 0.06
45.27 24.24 40.90
11. 89 1. 60 10.38
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance} is less
than 0.7 or greater than 1.4 . This may indicate the need for additional cross sections.
CROSS SECTION
REACH : S .F . Main
RIVER: S.F. LICK CREEK
RS: 3467.
INPUT
Description:
Station Elevation Data num=
Sta El ev Sta Elev
11
Sta Elev Sta El ev Sta Elev
957 278.75 1005 275 1038 274.5 1053 274 1077.5 268
1086 267.03 1095 268 1107 271 1155 272.6 1282 274
1332 278.75
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
957 .08 1053 .05 1107 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1053 1107 57 57 57 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 276.15 Element Left OB Channel Right OB
Vel Head (ft) 0.13 Wt. n-Val. 0.080 0.050 0.080
w.s. Elev (ft) 276.02 Reach Len. (ft) 57.00 57.00 57.00
Crit W.S. (ft) Flow Area (sq ft) 75.31 350.24 570.10
E.G. Slope (ft/ft) 0.001185 Area (sq ft) 75.31 350.24 570.10
Q Total (cfs) 2025.00 Flow (cfs) 55.33 1228.00 741.67
Top Width (ft) 311.39 Top Width (ft) 61.10 54.00 196.30
Vel Total (ft/s) 2 .03 Avg. Vel. (ft/s) 0.73 3.51 1.30
Max Chl Dpth (ft) 8.99 Hydr. Depth (ft) 1.23 6.49 2.90
Conv. Total (cfs) 58825.l Conv. (cfs) 1607.3 35672 .6 21545.3
Length Wtd. (ft) 57.00 Wetted Per. (ft) 61.15 55.20 196.43
Min Ch El (ft) 267.03 Shear (lb/sq ft) 0.09 0.47 0.21
Alpha 1. 96 Stream Power (lb/ft s) 0.07 1. 65 0.28
Frctn Loss (ft) 0.08 Cum Volume (acre-ft) 45.10 23.92 40.43
C & E Loss (ft) 0.01 Cum SA (acres) 11.81 1.55 10.20
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S.F. Main RS: 3410.
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1375 278.4 1410 275 1459 274 1510 271.47 1514 266.68
1521 266.68 1525 271. 29 1546 272 1627 273.33 1702 272
1727 274 1757 278 .5
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1375 .08 1510 .05 1525 .08
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1510 1525 210 210 210 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 276.06 Element Left OB Channel Right OB
Vel Head (ft) 0 .10 Wt. n-Val . 0.080 0.050 0.080
w.s. Elev (ft) 275.96 Reach Len. (ft) 210.00 210.00 210.00
Crit W.S. (ft) Flow Area (sq ft) 240.27 120.33 690.49
E.G. Slope (ft/ft) 0.001817 Area (sq ft) 240.27 120.33 690.49
Q Total (cfs) 2025.00 Flow (cfs) 320 .36 515.64 1189. 00
Top Width (ft) 339 .87 Top Width (ft) 109.84 15.00 215.04
Vel Total (ft/s) 1.93 Avg. Vel. (ft/s) 1. 33 4 .29 1.72
Max Chl Dpth (ft) 9.28 Hydr. Depth (ft) 2 .19 8.02 3.21
Conv. Total (cfs) 47503.1 Conv. (cfs) 7515.2 12096.0 27892.0
Length Wtd. (ft) 210 .00 Wetted Per. (ft) 109.96 19.34 215 .30
Min Ch El (ft) 266.68 Shear (lb/sq ft) 0.25 0. 71 0.36
Alpha 1.80 Stream Power (lb/ft s) 0.33 3.02 0.63
Frctn Loss (ft) 0.45 Cum Volume (acre-ft) 44.89 23.62 39.60
C & E Loss (ft) 0.02 Cum SA (acres) 11. 70 1.51 9.93
CROSS SECTION RIVER: S.F. LICK CREEK
REACH: S .F. Main RS: 3200.
INPUT
Description:
Station Elevation Data num; 10
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
s oo 277 . 72 6S9 274.7S 68S 273.84 70S 273.18 72S 271.S
74S 26S.63 7S6 26S .63 7S9 271.17 840 273.34 1078 280.17
Manning's n Values num; 3
Sta n Val Sta n Val Sta n Val
soo .08 72S .OS 7S9 .08
Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan.
72S 7S9 330 330 330 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 27S.S9 El ement Left OB Channel Right OB
Vel Head (ft) 0.33 Wt . n-Val . 0 .080 o.oso 0.080
w.s. Elev (ft) 27S .26 Reach Len. (ft) 33 0.00 330.00 330 .00
Crit W.S. (ft) Fl ow Area (sq ft ) 12S.Sl 260.43 307.73
E.G . Slope (ft/ft ) 0.002S62 Area (sq ft) 12S.Sl 260.43 307 .73
Q Total (cfs) 202S.OO Fl ow (cfs) 143.66 1409. 98 471 .36
Top Width (ft) 27S.26 Top Width (ft) 93 .34 34.00 147 .93
Vel Total (ft/s ) 2.92 Avg. Vel. (ft/s) 1.14 S.41 l .S3
Max Chl Dpth (ft ) 9.63 Hydr . Depth (ft) 1 .34 7.66 2.08
Conv . Total (cfs) 40004 .S Conv. (cfs) 2838 .l 278S4 .6 9311. 8
Length Wtd. (ft) 330.00 Wetted Per . (ft) 93.44 38.14 147.98
Min Ch El (ft) 26S.63 Shear (lb/sq ft) 0 .21 l. 09 0.33
Alpha 2 .47 Stream Power (lb/ft s ) 0.2S S.91 O.Sl
Frctn Loss (ft) 0 .74 Cum Volume (acre-ft) 44.01 22.70 37.20
C & E Loss (ft) 0.07 Cum SA (acres) 11 . 21 1 .39 9 .0S
CROSS SECTION RIVER: S .F . LICK CREEK
REACH: S.F . Main RS: 2880 .
INPUT
Description:
Station Elevation Data num; 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 276.8 1100 276 .3 1200 27S.S 1300 272 .7S 1330 269.3S
1332 26S.44 1336 264.9S 1340 26S.Sl 1343 269.S6 1S27 272 .46
1627 274.2 1784 278 .7
Manning's n Values num; 3
Sta n Val Sta n Val Sta n Val
1000 .08 1330 .OS 1343 .08
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1330 1343 3SO 3SO 3SO .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft ) 274 .78 El ement Left OB Channel Right OB
Vel Head (ft) 0 .11 Wt . n-Val. 0 .080 o.oso 0.080
w.s. Elev (ft ) 274.67 Reach Len. (ft) 3SO .OO 3SO .OO 3SO.OO
Crit W.S. (ft ) Flow Area (sq ft ) 17S.68 111. 62 811. 4S
E.G. Slope (ft/ft ) 0 .001991 Area (sq ft) 17S.68 111.62 811. 4S
Q Total (cf s) 202S.OO Flow (cfs) 211. 88 S09.0l 1304.10
Top Width (ft ) 413 .2S Top Width (ft) 99 .84 13.00 300.42
Vel Total (ft/s ) 1.84 Avg. Vel. (ft/s ) 1.21 4 .S6 1.61
Max Chl Dpth (ft ) 9.72 Hydr. Depth (ft) 1 .76 8 .S9 2 .70
Conv . Total (cfs) 4S387.l Conv . (cfs) 4749 .l 11408.7 29229 .4
Length Wtd. (ft) 3SO.OO Wetted Per. (ft) 100 .06 17.SO 300.46
Min Ch El (ft ) 264.9S Shear (lb/sq ft) 0 .22 0 .79 0 .34
Alpha 2 .07 Stream Power (lb/ft s ) 0.26 3 .61 0.S4
Frctn Loss (ft) 0.40 Cum Volume (acre-ft) 42.87 21 .29 32 .96
C & E Loss (ft) 0 .01 Cum SA (acres) 1 0. 48 l. 21 7 .3S
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4 . This may indicate the need f or additional cross sections .
CROSS SECTION
REACH : S.F. Main
RIVER: S.F. LICK CREEK
RS: 2560.
INPUT
Description:
Station Elevation Data
Sta El ev
1000 277 .12
1484 263.78
1824 276
Manning's n Values
Sta n Val
1000 .08
Sta
1206
1493
Sta
1469
Bank Sta: Left
1469
Right
1493
CROSS SECTI ON OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (f t)
Al pha
Frctn Loss (ft)
C & E Loss (ft)
num= 11
Elev Sta Elev Sta Elev Sta
274.15 1390 272.16 1469 268.87 1475
268.97 1560 269 .48 1660 271 . 38 1740
num=
n Val
.05
3
Sta
1493
n Val
.08
Lengths: Left Channel Right
50
Profile #PF 1
274.37
0.06
274.30
0.000739
2025.00
552.03
1.29
10.52
74515.4
50.00
263.78
2.46
0.01
0.09
50 50
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/ sq ft)
Stream Power (l b /ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
. 3
Left OB
0.080
50.00
511. 44
511 .44
391.62
273.65
0.77
1.87
14410.6
273.73
0 .09
0.07
40.11
8.98
Elev
264.15
274.14
Expan .
. 5
Channel
0.050
50.00
211.16
211.16
671. 43
24.00
3.18
8.80
24707.0
27.03
0.36
1.15
19.99
1. 06
Right OB
0.080
50.00
851.70
851.70
961.95
254.38
1 .13
3.35
35397.7
254.45
0.15
0.17
26.28
5 .13
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
Description: This is a
RIVER: S.F. LICK CREEK
RS: 2540.
REPEATED section.
U.S. OF SH 6 CULVERT
Station Elevation Data num= 7
Sta El ev Sta Elev Sta Elev
1000 275.41 1240 275.41 1240 260.94
1272 275.41 1500 275.41
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .08 1240 . 013 1272 .08
Bank Sta: Left Right Lengths: Left Channel
1240 1272 302 302
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1240 275.41 1272 1500 275.41
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 274.26 Element
Vel Head (ft) 0.37 Wt. n-Val .
w.s. Elev (ft) 273.89 Reach Len.
Crit W.S. (ft) 265.93 Flow Area
Sta
1250
Right
302
(ft)
(sq ft )
E.G. Slope (ft/ft) 0.000132 Area (sq ft)
Q Total (cfs) 2025.00 Flow (cfs)
Top Width (ft) 32.00 Top Width (ft)
El ev Sta
260.94 1272
Coeff Contr .
.3
Left OB
302.00
Elev
260.94
Expan.
.5
Channel
0.013
302.00
414.42
414 .42
2025.00
32 .00
Right OB
302.00
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Vel Total (f t/sl
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Al pha
Frctn Loss (ft)
C & E Loss (ft)
4.89
12.95
175925 .6
302.00
260.94
1. 00
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CULVERT
REACH: S.F. Main
RI VER: S.F. LI CK CREEK
RS: 2375.
INPUT
Description: SH 6 CULVERT
Distance from Upstream XS 0
Deck/Roadway Width 302
Weir Coeffi c i ent 3
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 2
Sta Hi Cord Lo Cord
1240 275.41
Sta Hi Cord Lo Cord
1272 275.41
Upstream Bridge Cross Section Data
Station Elevation Data num=
Sta Elev Sta Elev
1000 275.41 1240 275.41
1272 275.41
Manning's n Values
Sta n Val
1000 .08
1500 275.41
Sta
1240
num=
n Val
. 013
7
Sta
1240
3
Sta
1272
Bank Sta: Lef t
1240
Ineffective Flow
Sta L Sta R
Right
1272
Coeff Contr.
. 3
1000 1240
num=
Elev
275.41
Sta L
1272
2
Sta R
1500
Downstream Deck/Roadway Coordinates
num= 2
Elev
260.94
n Val
.08
Expan.
.5
Elev
275.41
Sta Hi Cord Lo Cord
1240 275.41
Sta Hi Cord Lo Cord
1272 275.41
Downstream Br idge
Station Elevation
Sta Elev
1000 275.41
1272 275 .41
Manning's n Values
Sta n Val
1000 .08
Cross Section Data
Data
Sta
1240
num=
Elev
275.41
1500 275.41
num=
Sta n Val
1240 . 013
7
Sta
1240
3
Sta
1272
Bank Sta: Left Right Coef f Contr.
1240 1272 .3
Ineffective Flow num= 2
Sta L Sta R El ev Sta L Sta R
1000 1240 275.41 1272 1500
El ev
260.94
n Val
.08
Expan.
.5
Elev
275.41
Sta
1250
Sta
1250
Elev
260.94
El ev
260.94
39.81
8.82
Sta
1272
Sta
1272
4.89
12.95
175925.6
57.90
0 .06
0.29
19.63
1.03
Elev
260.94
Elev
260.94
Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir f l ow
Elevation at which weir flow begins
0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95
Energy head used in spillway design
Spillway height used in design
Weir crest shape
Number of Cul verts 1
275.41
Broad Crested
25.79
4.98
Culvert Name Shape Rise
Hwy 6 S Box 10
FHWA Chart # B -flared wingwalls
Span
10
FHWA Scale # 1 -Wingwall flared 30 to 75 deg.
Solution Criteria = Highest U.S. EG
Culvert Upstrm Dist Length n Value Entrance Loss Coef
. 5 1 324 .014
Number of Barrels = 3
Upstream Elevation 260.94
Centerline Stations
Sta. Sta. Sta.
1245 1255.5 1266
Downstream Elevation = 260.94
Centerline Stations
Sta. Sta. Sta.
1245 1255.5 1266
CULVERT OUTPUT Profile #PF 1
Culvert ID : Hwy 6 S
Culv Q (cfs) 2025.00
# Barrels 3
Q Barrel (cfs) 675.00
E.G. us. (ft) 274.27
w.s . us. (ft) 273.B9
Delta EG (ft) O.BB
Delta WS (ft ) l. 07
E.G. IC (ft ) 269.31
E.G. oc (ft ) 274.27
Culvert Control Outlet
Culv WS In (ft) 270.94
Culv ws Out (ft) 270 .94
Culv Nml Depth (ft)
Culv Crt Depth (ft) 5.21
Culv Ful Lngh (ft) 324 .00
CROSS SECTION RIVER: S.F.
REACH: S.F. Main RS: 2210.
INPUT
Description:
Station Elevation Data num=
Sta Elev Sta Elev
Culv Vel In (ft/s)
Culv Vel Out (ft/s )
Culv Inv El Up (ft)
Culv Inv El Dn (ft)
Culv Frctn Ls (ft)
Culv Ext Lss (ft)
Culv Ent Lss (ft)
Q Weir (cfs)
Weir Sta Lft (ft)
Weir Sta Rgt (ft)
Weir Submerg
Weir Max Depth (ft)
Weir Avg Depth (ft)
Wr Flw Area (sq ft)
Min Top Rd (ft)
LICK CREEK
7
Sta Elev Sta
Exit Loss Coef
1
6.75
6.75
260.94
260.94
0.39
0.14
0.35
275.41
Elev Sta Elev
1000 275.41 1240 275 .41 1240 260.94 1250 260.94 1272 260.94
1272 275.41 1500 275 .41
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .OB 1240 . 013 1272 .OB
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1240 1272 160 160 160 .3 . 5
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1240 275.41 1272 1500 275.41
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 273.39 Element Left OB Channel
Vel Head (ft) 0.57 Wt. n-Val . 0.013
w.s. Elev (ft) 272. B2 Reach Len. (ft) 160.00 160.00
Crit W.S. (ft) 266.35 Flow Area (sq ft) 3B0.14
E.G. Slope (ft/ft) 0.000216 Area (sq ft) 3B0 .14
Q Total (cfs) 2297.00 Flow (cfs) 2297.00
Top Width (ft) 32.00 Top Width (ft) 32.00
Vel Total (ft/s) 6.04 Avg. Vel. (ft/s) 6.04
Max Chl Dpth (ft) 11. BB Hydr. Depth (ft) 11. BB
Conv. Total (cfs) 156225.4 Conv . (cfs) 156225 .4
Length Wtd. (ft) 160.00 Wetted Per . (ft) 55 .76
Right OB
160.00
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
260.94
1. 00
0.06
0.23
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
39.81
8 .82
0.09
0.56
16.88
0 .81
25.79
4.98
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: S.F. Main
INPUT
Description:
Station Elevation
Sta Elev
Data
RIVER: S.F. LICK CREEK
RS: 2050.
num= 9
Sta Elev Sta Elev Sta Elev Sta
850 274 1000 272 1110 267 1118 263 .13 1141
1152 267.09 1188
Manning's n Values
Sta n Val Sta
850 .08 1110
Bank Sta: Left
1110
Right
1152
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
268.55 1258 270 1500
num= 3
n Val Sta n Val
.05 1152 .08
Lengths: Left Channel Right
700 810 890
Profile #PF 1
273.10
0.10
272. 99
0.000698
2297.00
513.69
1. 51
10.34
86922.9
837.92
262 .65
2.92
0.56
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CROSS SECTION
REACH: S.F. Main
RIVER: S.F. LICK CREEK
RS: 1060
INPUT
Description: new x-section added
Station Elevation Data num=
Sta Elev Sta Elev
1000 274 1055 272
1280
1355
264
270
Manning's n Values
Sta n Val
1000 .08
1290
1390
Sta
1260
261
272
num=
n Val
.05
3/25/00 by JST
14
Sta Elev
1158 270
1300
1420
3
Sta
1318
264
274
n Val
.08
Sta
1188
1318
1445
Bank Sta: Left
1260
Right
1318
Lengths: Left Channel Right
0
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Profile #PF 1
272.53
0.10
272.43
0.000648
2297.00
0 0
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
274
Coeff Contr.
.1
Elev
268
266
276
Left OB
0 .080
810.00
421.39
421.39
358.49
184.55
0.85
2.28
13566.l
184.67
0 .10
0.08
39 .04
8.48
Sta
1260
1335
Coeff Contr.
.1
Left OB
0.080
1280.00
644.50
644.50
629.36
Elev
262 .65
Expan .
. 3
Channel
0 .050
890.00
385.19
385.19
1289.72
42.00
3.35
9.17
48805.4
43.75
0.38
1.29
15.47
0.67
Elev
266
268
Expan .
. 3
Channel
0.050
1280.00
481.16
481.16
1472.81
Right OB
0.080
700.00
717.76
717. 76
648.79
287.14
0.90
2.50
24551. 4
287.21
0 .11
0.10
24.47
4 .45
Right OB
0.080
1280.00
212.64
212.64
194.82
Top Width (ft) 353.43 Top Width (ft) 216.93 58.00 78.51
Vel Total (ft/s) 1.72 Avg. Vel. (ft/s) 0.98 3 .06 0.92
Max Chl Dpth (ft) 11.43 Hydr. Depth (ft) 2 .97 8.30 2.71
Conv. Total (cfs) 90261.5 Conv. (cfs) 24731.1 57874.7 7655.7
Length Wtd. (ft) 1280.00 Wetted Per. (ft) 217.05 59.09 78.79
Min Ch El (ft) 261.00 Shear (lb/sq ft) 0.12 0.33 0 .11
Alpha 2.15 Stream Power (l b/ft s) 0 .12 1. 01 0.10
Frctn Loss (ft) 1.33 Cum Volume (acre-ft) 20.79 8.94 10.56
C & E Loss (ft) 0.01 Cum SA (acres)
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4 . This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect
INPUT
Description:
Station Elevation Data
Sta Elev Sta
633 274.6 708
976 271. 8 1006
1254 269.7 1318
1503 269.2 1585
1746 263.6 1750
1760 259.1 1769
1833 265.2 1856
1958 269.3 1983
2175 274.l 2264
Manning's n Val ues
Sta n Val Sta
633 .07 1746
Bank Sta: Left
1746
Right
1769
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
RS: 58600
num= 44
Elev Sta Elev Sta Elev Sta
273 799 272.7 805 272.7 915
271. 5 1089 270 1147 270 1171
270.3 1337 270.4 1420 269.8 1489
268.5 1660 266.7 1668 266.4 1700
259.3 1751 258.6 1756 257 .9 1759
263.5 1810 264.5 1812 264.5 1818
265.5 1871 265.7 1888 266.6 1904
270 2063 271. 8 2079 272.3 2162
275.4 2271 275.6 2367 278
num= 3
n Val Sta n Val
.065 1769 .07
Lengths: Left Channel Right
1083.3
Coeff Contr.
.1 1050 1300
Profile #PF 1
271. 20
0.08
271.12
0.001351
4905.00
1005.91
1.75
13.22
133436.2
1115. 76
257.90
1.64
1.61
0.00
Element
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.070
1050.00
1541.18
1541.18
1998.92
719. 06
1.30
2.14
54378.8
719. 18
0.18
0.23
2777.78
668.53
Elev
272.2
269.9
269.3
264.4
258.6
263.8
267.8
273.9
Expan .
.3
Channel
0.065
1300. 00
254 .50
254 .50
969.69
23.00
3.81
11. 07
26379.5
26.36
0.81
3.10
727.33
62.36
Right OB
0.070
1083.30
1012.82
1012.82
1936.39
263.85
1.91
3 .84
52677.8
264.08
0.32
0 .62
3353.68
743.60
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
sect ion. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 57300
INPUT
Description:
Station Elevation Data num= 44
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
725 271. 9 792 271 873 270 .1 878 270.l 977 269.8
1032 269.5 1059 269.3 1135 268.l 1185 268 1207 268
1281
1504
1722
1736
1811
1937
2156
267.8
266.8
262
257.l
263.9
268.l
274
Manning's n Values
Sta n Val
725 . 085
1339
1578
1726
1746
1833
1963
2247
268.l
266.2
257
261.6
264.1
268.9
275.6
num=
Sta n Val
1722 .065
1356
1645
1727
1787
1849
2040
2253
3
Sta
1746
268.l
264.7
256 .4
263.3
264.3
271. 3
275.8
n Val
.085
1430
1652
1733
1789
1866
2059
2350
267.5
264.5
255.8
263.3
265
271. 9
278.3
1492
1680
1735
1795
1882
2143
Bank Sta: Left
1722
Right
1746
Lengths: Left Channel Right
1083
Coeff Contr.
.l
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
1050 1300
Profil e #PF 1
269.59
0.09
269.50
0.001555
4905.00
949.85
1. 68
13. 70
124369.7
1120.41
255.80
2.00
1.80
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
1050.00
1689.49
1689 .49
2116. 52
689.67
1.25
2.45
53665.9
689.77
0.24
0.30
2738.85
651. 55
266 .8
262 .9
256.6
262.8
266 .2
273.8
Expan.
.3
Channel
0.065
1300.00
273.89
273.89
1133.85
24.00
4 .14
11. 41
28749.5
27.84
0.96
3.96
719.45
61.66
Right OB
0.085
1083.00
949.66
949.66
1654.63
236.17
1.74
4 .02
41954.3
236.38
0.39
0.68
3329.28
737.38
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 56000
INPUT
Description:
Station Elevation
Sta Elev
817 269.l
1088 267.2
1308 265.8
1505
1698
1712
1788
1916
2138
264.4
260.4
255
262 .5
266.8
274
Manning's n Values
Sta n Val
817 .085
Data
Sta
876
1112
1359
1571
1702
1722
1811
1942
2229
num=
Elev
268 .4
267 .l
266
263.9
254.8
259 .6
262.7
267.9
275.8
num=
Sta n Val
1698 .065
44
Sta
948
1177
1374
1630
1703
1764
1827
2020
2235
3
Sta
1722
Elev
267.5
266.2
265.9
262.8
254.3
262.l
262.9
270.8
276
n Val
.085
Sta
952
1223
1440
1636
1709
1766
1844
2040
2333
Bank Sta: Left
1698
Right
1722
Lengths: Left Channel Right
1083
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
1050 1300
Profile #PF 1
267.78
0.10
267.68
0.001669
4905.00
1003.60
1. 71
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Elev
267.5
266
265.l
262.6
253.7
262.l
263.5
271. 5
276.7
Sta
1040
1243
1495
1661
1711
1772
1860
2124
Coeff Contr.
.1
Left OB
0.085
1050.00
1720.76
1720 .76
2110.24
764.71
1. 23
Elev
267.3
266
264 .4
261.3
254.6
261 .7
264 .5
273.7
Expan.
.3
Channel
0.065
1300. 00
279.36
279.36
1200.46
24.00
4.30
Right OB
0.085
1083.00
875 .60
875 .60
1594.29
214.89
1.82
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
13. 98
120056.9
1124.02
253.70
2.15
1.94
0.00
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
2.25
51651.2
764.79
0.23
0.29
2697.75
634.02
11.64
29383 .1
28.31
1. 03
4.42
711.19
60.95
4.07
39022.6
215.11
0.42
0.77
3306.59
731.77
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 54700
INPUT
Description:
Station Elevation
Sta Elev
908 266.4
1144 265
1336 263.8
1507 262
1674 258.8
1689 253
1766 261. 2
1894 265.6
2119 273.9
Manning's n Values
Sta n Val
908 .085
Data
Sta
960
1165
1380
1563
1678
1699
1789
1921
2211
Sta
1674
Bank Sta: Left
1674
Right
1699
CROSS SECTION OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpt h (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
num=
Elev
265.7
264.8
263.8
261.5
252.5
257 .6
261.4
266.8
276
num=
n Val
.065
44
Sta
1022
1222
1393
1615
1679
1742
1805
2000
2218
3
Sta
1699
Elev
264.9
264.2
263.7
260.8
252.2
260.8
261. 5
270.3
276.2
n Val
.085
Sta
1026
1262
1450
1620
1685
1744
1822
2020
2317
Elev
264.8
264.1
262.8
260.7
251.7
260.8
261.9
271.1
279
Sta
1102
1279
1497
1642
1687
1750
1839
2106
Lengths: Left Channel Right
1083
Coeff Contr.
.1 1050 1300
Profile #PF 1
265 .84
0 .11
265.73
0.001789
4905 .00
939.08
1. 79
14.03
115964.1
1132. 51
251.70
2.19
2.55
0.01
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
1050.00
1673 .74
1673.74
2179.37
716.17
1. 30
2.34
51524.6
716.24
0.26
0.34
2656.83
616.17
Elev
264.9
264
262
259 .7
252.6
260.7
262 .9
273.5
Expan.
.3
Channel
0.065
1300.00
293.68
293.68
1306.27
25.00
4.45
11.75
30882.8
29.77
1.10
4.90
702.64
60.21
Right OB
0.085
1083.00
773.95
773.95
1419.37
197.91
1. 83
3 .91
33556.7
198.14
0.44
0.80
3286.08
726.64
Warning: The energy loss was greater than 1 .0 ft (0 .3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta El ev
1000 263.7
1500 259.6
1665
2000
251
270.7
Manning's n Values
RIVER: Lick Creek Main
RS: 53400
Data
Sta
1130
1600
1676
2100
num=
Elev
262.2
258.9
255.6
273.8
num=
19
Sta
1200
1650
1719
2200
3
Elev
262.7
257.2
259.6
276.4
Sta
1300
1654
1800
2300
Elev
262.1
250 .2
260 .3
279.3
Sta
1400
1661
1900
Elev
261.7
249.6
265.8
Sta
1000
n Val
.07
Sta
1650
Bank Sta: Left
1650
Right
1676
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E .G . Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
n Val
.065
Sta
1676
n Val
.075
Lengths: Left Channel Right
480 460 734
Profile #PF 1
263.28
0.19
263.09
0.002927
4905 .00
797.36
2.46
13. 49
90659.3
553.33
249.60
2.02
1. 77
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
.1
Left OB
0.070
460.00
1144. 28
1144.28
2028.29
596. 72
1. 77
1.92
37489.0
596.78
0.35
0.62
2622.87
600.35
Expan.
. 3
Channel
0.065
734.00
288.62
288.62
1571.40
26.00
5.44
11 .10
29044.2
31.25
1.69
9.19
693 .95
59. 45
Right OB
0.075
480.00
560.34
560.34
1305 .31
174.64
2.33
3 .21
24126.1
174.91
0.59
1.36
3269.50
722.01
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta El ev
1000 262 .l
1236
1537
1601
1702
1723
1935
1984
2197
260.6
257.8
255 .9
249.2
254.3
263.l
263.4
271. 3
Manning's n Val ues
Sta n Val
1000 .085
RIVER: Lick Creek Main
RS : 52666
Data
Sta
1079
1314
1541
1611
1703
1759
1938
1993
2224
num=
El ev
261
260.2
257 .8
257.l
248 .8
257.5
263.l
265.2
272
num=
Sta n Val
1698 .065
43
Sta
1107
1322
1559
1628
1705
1765
1949
2033
2320
3
Sta
1723
Elev
260.8
260.2
256 .3
257.l
248.2
258
263 .l
266.9
274.5
n Val
.085
Sta
1157
1393
1561
1644
1713
1830
1955
2075
El ev
260.7
259.9
256.8
257
249. 4
258.6
262.4
268.1
Sta
1215
1429
1593
1698
1719
1842
1972
2129
Bank Sta: Left
1698
Right
1723
Lengths: Left Channel
460 734
Right
480
Coeff Contr.
.1
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
Profile #PF 1
261.51
0.21
261.30
0.003488
4905.00
839.22
2.32
13 .10
83048.3
552 .13
248.20
2.49
1.93
0.00
Element
Wt. n -Val.
Reach Len . (ft)
Fl ow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft )
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
460 .00
1325.33
1325.33
2221.66
640.33
1.68
2.07
37615 .7
640.65
0. 45
0.76
2609 .83
593.82
Elev
260.7
259.7
257
255.5
251.7
258.7
262.7
269.6
Expan.
.3
Channel
0.065
734.00
271.33
271. 33
1593 .29
25.00
5.87
10.85
26976.6
29.91
1.98
11. 60
689.24
59.02
Right OB
0.085
480.00
513 .42
513. 42
1090.05
173.89
2.12
2.95
18456.0
174.12
0.64
1.36
3263.58
720. 09
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
1000 260.6
1252 258.5
1573 256 .l
1642 252.6
1749 248.2
1771 253
1973
2020
2223
260.5
258.6
267
Manning's n Val ues
Sta n Val
1000 .085
RIVER: Lick Creek Main
RS: 51932
Data
Sta
1084
1336
1578
1653
1751
1805
1975
2028
2249
Sta
1745
num=
Elev
259.4
258.2
256.1
255
247.6
256
260.4
261.7
267.5
num=
n Val
.065
43
Sta
1115
1344
1597
1671
1757
1810
1986
2066
2340
3
Sta
1771
Elev
259.1
258.2
253.1
255.2
246.8
256.3
259.8
263.1
269.6
n Val
.085
Sta
1160
1420
1599
1688
1760
1872
1992
2106
Elev
259.1
258
254.2
255.1
247.8
257
258.1
264.l
Sta
1229
1459
1634
1745
1766
1884
2008
2158
Bank Sta: Left
1745
Right
1771
Lengths: Left Channel
460 734
Right
480
Coeff Contr.
.1
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
Profile #PF 1
259.58
0.20
259.38
0.003488
4905 .00
892.00
2.26
12.58
83050.5
544.77
246.80
2 .50
2 .01
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Warning: Divided flow computed for this cross-section.
Left OB
0.085
460.00
1414.48
1414.48
2427.66
658.82
1. 72
2.15
41104.6
659.96
0.47
0.80
2595.36
586.96
Elev
258.8
257.8
254.9
253.8
249.7
257.1
257.7
265.5
Expan.
.3
Channel
0.065
734.00
269.70
269.70
1558. 13
26.00
5 .78
10.37
26382.0
30.47
1. 93
11.14
684.68
58.59
Right OB
0 .085
480.00
489.22
489 .22
919.21
207 .18
1. 88
2.36
15563.9
207.73
0.51
0.96
3258.06
717. 99
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
1000 259
1268 256.5
1610
1683
1797
1818
2011
2055
2249
254.3
249.3
247.2
251.7
257.9
253.9
262 .7
Manning's n Values
Sta n Val
1000 .085
RIVER: Lick Creek Main
RS: 51198
Data
Sta
1089
1357
1615
1695
1799
1850
2013
2063
2273
Sta
1793
num=
Elev
257.9
256.3
254.3
252.9
246.4
254.4
257.7
258.2
263.1
num=
n Val
.065
43
Sta
1122
1366
1635
1714
1804
1856
2023
2100
2360
3
Sta
1818
Elev
257.5
256.3
249.9
253.3
245.5
254.7
256.6
259.3
264.8
n Val
.085
Sta
1179
1446
1637
1732
1808
1915
2028
2137
Elev
257.4
256.1
251.6
253.1
246.3
255.5
253 .9
260.1
Sta
1244
1488
1674
1793
1814
1926
2044
2186
Elev
256 .8
255 .8
252 .7
252
247.7
255.5
252.8
261.3
Bank Sta: Lef t Right Lengths: Left Channel Right Coef f Contr. Expan.
1793 1818 460 734 480 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 257.56 El ement Left OB Channel Right OB
Vel Head (f t) 0.19 Wt. n-Val. 0.085 0.065 0.085
w.s. Elev (ft) 257.37 Reach Len. (ft) 460.00 734.00 480.00
Crit W.S. (ft) Flow Area (sq ft) 1476.00 248.06 504.25
E.G. Slope (ft/ft) 0.003899 Area (sq ft ) 1476.00 248.06 504.25
Q Total (cfs) 5324.00 Flow (cfs ) 2894.97 1468 .27 960 . 76
Top Width (ft) 855.18 Top Width (ft ) 610.57 25.00 219.61
Vel Total (ft/s) 2.39 Avg. Vel. (ft /s) 1. 96 5.92 1. 91
Max Chl Dpth (ft) 11 . 87 Hydr. Depth (ft) 2 .42 9.92 2.30
Conv. Total (cfs ) 85258.3 Conv. (cfs) 46360.0 23512.8 15385 .6
Length Wtd. (ft) 537.00 Wetted Per . (ft) 612.87 29.38 221.45
Min Ch El (ft) 245.50 Shear (lb/sq ft) 0.59 2.06 0.55
Alpha 2.17 Stream Power (lb/ft s) 1.15 12.17 1. 06
Frctn Loss (ft) 2.17 Cum Volume (acre-ft) 2580.10 680.32 3252.58
C & E Loss (ft) 0.00 Cum SA (acres) 580.26 58.16 715.64
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RI VER: Lick Creek Main
REACH: Fema X-sect RS: 50464
INPUT
Description:
Station Elevation Data num= 43
Sta El ev Sta Elev Sta Elev Sta El ev Sta Elev
1000 257.5 1095 256.3 1129 256 1189 255.7 1259 254.9
1284 254.3 1379 254.3 1388 254.3 1473 254 .l 1517 253.8
1646 252 .6 1652 252.6 1673 246 .8 1676 248.9 1715 250 .5
1724 246 1736 250.9 1757 251 .4 1776 251 .2 1840 250.3
1845 246.2 1846 245 .l 1852 244 .l 1856 244 .7 1861 245 .8
1866 250.4 1896 252.9 1901 253 1957 253.9 1968 253.9
2048 255.3 2050 255 2060 253.3 2065 249.6 2080 247 .9
2091 249 .l 2098 254.8 2133 255.5 2169 256.1 2215 257 .l
2274 258.3 2298 258.7 2380 259.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 1840 .065 1866 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1840 1866 460 734 480 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 255.39 Element Left OB Channel Right OB
Vel Head (f t) 0.18 Wt. n-Val. 0.085 0.065 0.085
w.s. Elev (ft) 255 .21 Reach Len . (ft) 460.00 734.00 480.00
Crit W.S. (ft) Flow Area (sq ft) 1472.44 236.64 507.65
E.G. Slope (ft/ft) 0 .004138 Area (sq ft) 1472.44 236.64 507.65
Q Total (cfs) 5324.00 Flow (cfs) 2973 .98 1379.19 970.84
Top Width (ft) 881.10 Top Width (ft) 608.22 26.00 246 .88
Vel Total (f t/s ) 2.40 Avg. Vel. (ft/s) 2.02 5.83 1.91
Max Chl Dpth (ft) 11.11 Hydr. Depth (ft) 2.42 9.10 2.06
Conv. Total (cfs) 82759.6 Conv. (cfs) 46229.3 21438.9 15091.3
Length Wtd. (ft) 524.93 Wetted Per. (ft) 611. 76 29.99 250.58
Min Ch El (ft) 244.10 Shear (lb/sq ft) 0.62 2.04 0.52
Alpha 2.04 Stream Power (lb/ft s) 1 .26 11. 88 1. 00
Frctn Loss (ft) 1 .56 Cum Volume (acre-ft ) 2564.54 676.23 3247.01
C & E Loss (ft) 0.03 Cum SA (acres) 573.82 57.73 713.07
Warning: Divided flow computed for this cross-section.
Warning : The energy loss was greater t han 1.0 ft (0.3 m). between the current and prev ious cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 49730
INPUT
Description:
Station Elevation Data
Sta Elev
1000 255.9
1500 252.2
1765 242.7
1900 242.7
2086 252.7
2133 251.3
Manning's n Values
Sta n Val
1000 .085
Sta
1100
1689
1778
1909
2095
2200
Sta
1888
Bank Sta: Left
1888
Right
1913
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
num=
Elev
254.7
250.8
248
243.8
250
252.l
num=
n Val
.065
29
Sta
1200
1711
1800
1913
2102
2300
3
Sta
1913
Elev
254
243.6
249.5
249.l
245.3
254.8
n Val
.085
Sta
1300
1714
1888
1942
2116
2400
Elev
252.5
246.3
248.6
251. 3
243
255.1
Sta
1400
1755
1894
2000
2126
Lengths: Left Channel
266.7 610
Right
516
Coeff Contr.
.1
Profile #PF 1
253.81
0.08
253. 72
0.002242
5324 .00
1041.43
1.80
11.02
112435.8
424.62
242 .70
1.68
1. 07
0.01
Element
Wt. n-Val.
Reach Len . (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
266.70
1883 .09
1883.09
3091.50
669.39
1 .64
2.81
65288.3
674.20
0.39
0.64
2546.82
567.08
Elev
252.4
248.3
243.9
252.3
244.3
Expan.
. 3
Channel
0.065
610 .00
230.67
230.67
984.87
25 .00
4.27
9 .23
20799.1
29. 45
1.10
4.68
672.30
57.31
Right OB
0.085
516.00
842.56
842.56
1247.64
347.03
1.48
2.43
26348.4
352.15
0.33
0.50
3239.57
709.79
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 49120
INPUT
Description:
Station Elevation
Sta Elev
1000 258.4
1268 256.4
1601
1673
1792
1858
2038
2088
2305
253.9
249.4
247.2
248.3
250.9
245.4
254.l
Data
Sta
1089
1357
1615
1682
1800
1865
2052
2096
2430
Manning's n Values
Sta n Val Sta
1792 1000 .085
Bank Sta: Left
1792
Right
1822
CROSS SECTION OUTPUT
num=
Elev
257.8
256.2
253.3
245
243
248.3
249.2
250.l
256.7
num=
n Val
.065
42
Sta
1132
1396
1634
1694
1808
1930
2058
2151
3
Sta
1822
Elev
257.6
256.l
247.7
249.l
241.1
249.7
246
250.8
n Val
.085
Lengths: Left Channel
266.7 610
Profile #PF 1
Sta
1178
1446
1637
1714
1817
1937
2075
2180
Right
516.7
Elev
257.4
255.8
249.4
248.9
243.2
249.8
244.5
251. 2
Sta
1264
1528
1660
1727
1822
2008
2080
2223
Coeff Contr.
.1
Elev
256.5
254.6
249.3
248.4
247.4
250.9
244.8
251.9
Expan.
.3
E.G. Elev (ft) 252 .73 Element Left OB Channel Right OB
Vel Head (ft) 0.15 Wt. n-Val. 0.085 0.065 0.085
w.s . Elev (ft) 252.57 Reach Len. (ft) 266 .70 610.00 516.70
Crit W.S. (ft) Flow Area (sq ft) 715. 90 274.17 1202 .85
E.G. Slope (ft/ft) 0.002877 Area (sq ft) 715. 90 274 .17 1202 .85
Q Total (cfs) 5324.00 Flow (cfs) 1701.37 1378 .17 2244.46
Top Width (ft) 630.66 Top Width (ft) 174.54 30.00 426 .12
Vel Total (ft/s) 2.43 Avg. Vel. (ft/s) 2.38 5.03 1.87
Max Chl Dpth (ft) 11. 47 Hydr. Depth (ft) 4.10 9.14 2.82
Conv. Total (cfs) 99261. 6 Conv. (cfs) 31720.6 25694.9 41846.l
Length Wtd. (ft) 479.84 Wetted Per. (ft) 177.41 33.03 428.46
Min Ch El (ft) 241.10 Shear (lb/sq ft) 0.72 1 .49 0.50
Alpha 1.66 Stream Power (lb/ft s) 1. 72 7.49 0.94
Frctn Loss (ft) 1.21 Cum Volume (acre-ft) 2538.86 668.76 3227.45
C & E Loss (ft) 0.01 Cum SA (acres) 564.49 56 .92 705.21
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
1000 260.9
1235 260.4
1528 256.9
1592 250.5
1696 243.8
1774 245.4
1990 249.2
2049 246.5
2310 254.l
Manning's n Values
Sta n Val
1000 .085
RS: 48510
Data num=
Sta Elev
1078 260.9
1314 260
1540 255 .8
1600 248.1
1706 242.l
1783 245.2
2006 248.3
2060 249
2460 258.4
num=
Sta n Val
1696 .065
42
Sta
1116
1348
1557
1610
1715
1861
2014
2126
3
Sta
1730
Elev
260.9
259.8
251.8
249. 4
239.6
247.2
246.8
249.8
n Val
.085
Sta
1157
1392
1560
1627
1726
1868
2034
2160
Bank Sta: Left
1696
Right
1730
Lengths: Left Channel Right
516.7
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cf s)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv . Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
266.7 610
Profile #PF 1
251. 51 Element
0.13 Wt. n-Val .
251.37 Reach Len. (ft)
Flow Area (sq ft)
0.002241 Area (sq ft)
5324.00 Flow (cfs)
643.93 Top Width (ft)
2.24 Avg. Vel. (ft/s)
11. 77 Hydr. Depth (ft)
112469.9 Conv. (cfs)
505.00 Wetted Per. (ft)
239.60 Shear (lb/sq ft)
1. 71 Stream Power (lb/ft
0.77 Cum Volume (acre-ft)
0.01 Cum SA (acres)
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 47900
INPUT
Description:
Station Elevation Data
Sta Elev Sta
1000 263 .4 1100
num=
Elev
264.2
18
Sta
1200
Elev
264.3
Sta
1300
Elev Sta
260.8 1232
259.3 1464
252.5 1580
248.4 1639
242.7 1730
247.4 1954
246 2040
250 .3 2211
Coeff Contr.
.1
s)
Elev
263.6
Left OB
0.085
266.70
463.06
463.06
939.84
119. 91
2.03
3.86
19854.l
120.55
0.54
1. 09
2535.25
563.59
Sta
1400
Elev
260.4
258.3
251 .l
247.4
245.6
249.1
246.2
251.1
Expan.
.3
Channel
0.065
610.00
320.30
320.30
1492.29
34.00
4.66
9. 42
31524.8
35.85
1. 25
5.82
664.60
56.47
Elev
261.7
Right OB
0.085
516.70
1593.37
1593 .37
2891.87
490.02
1.81
3.25
61091.0
490 .56
0. 45
0.82
3210.87
699 .78
1455
1639
2100
259.9
243.9
248.8
Manning's n Values
Sta n Val
1000 .06
1500
1700
2200
252.9
242.1
250.3
num=
Sta n Val
1600 .055
1551
1800
2490
3
Sta
1639
246.5
244.9
260
n Val
.09
1600
1900
244.4
247 .4
1623
2000
Bank Sta: Left
1600
Right
1639
Lengths: Left Channel
783.3 960
Right
696.7
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft}
Vel Head (ft}
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft}
Q Total (cfs}
Top Width (ft}
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs}
Length Wtd. (ft}
Min Ch El (ft)
Alpha
Frctn Loss (ft}
C & E Loss (ft}
Profile #PF 1
250. 72
0.09
250.63
0. 001110
5324.00
691.78
1.78
12.63
159801.l
804.79
238.00
1. 87
1. 20
0.02
Element
Wt. n-Val.
Reach Len. (ft}
Flow Area (sq ft)
Area (sq ft}
Flow (cfs}
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs}
Wetted Per. (ft}
Shear (lb/sq ft}
Stream Power (lb/ft s}
Cum Volume (acre-ft}
Cum SA (acres}
Left OB
0.060
783 .30
321.79
321 .79
659.40
81.91
2.05
3 .93
19792.2
82.21
0.27
0 .56
2532.85
562.97
238
247.5
Expan.
.3
Channel
0.055
960.00
371.77
371.77
1456.85
39.00
3.92
9 .53
43727.7
40.93
0.63
2.47
659.75
55.96
Right OB
0.090
696. 70
2302.10
2302 .10
3207.75
570.87
1 .39
4.03
96281. 3
570.99
0.28
0.39
3187.76
693 .49
Warning: The energy loss was greater than 1.0 ft (0 .3 m}. between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
1000 257.9
1261 257.3
1456 256.l
1652
1819
1906
2220
251.4
243.3
242.7
250.5
Manning's n Values
Sta n Val
1000 .06
RIVER: Lick Creek Main
RS: 46940
Data
Sta
1065
1273
1521
1682
1833
1984
2299
num=
Elev
257.7
257.1
255.6
248 .9
237.7
245.5
252.2
num=
Sta n Val
1819 .055
34
Sta
1130
1326
1546
1717
1841
2063
2307
3
Sta
1858
Elev
257.8
256.3
255.4
246.5
235.9
248.l
252.5
n Val
.09
Sta
1136
1391
1587
1752
1847
2088
2527
Elev
257.8
256.l
254.8
244.4
237.6
248.4
259.9
Sta
1196
1409
1621
1782
1858
2141
Bank Sta: Left
1819
Right
1858
Lengths: Left Channel
783.3 960
Right
696.7
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft}
Vel Head (ft)
W.S. Elev (ft}
Cri t W. S. (ft}
E.G. Slope (ft/ft)
Q Total (cfs}
Top Width (ft}
Vel Total (ft/s}
Max Chl Dpth (ft}
Conv. Total (cfs)
Length Wtd. (ft}
Min Ch El (ft}
Alpha
Frctn Loss (ft}
Profile #PF 1
249.51
0.24
249.26
0 .002108
5324 .00
481. 23
2 .79
13 .36
115953. 0
851.52
235.90
2.01
2.91
Element
Wt. n-Val.
Reach Len. (ft}
Fl ow Area (sq ft }
Area (sq ft)
Flow (cfs}
Top Width (ft)
Avg. Vel. (ft/s)
Hydr . Depth (ft)
Conv. (cfs}
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft}
Left OB
0.060
783.30
555.10
555 .10
1569.93
141.35
2.83
3.93
34191.9
141.52
0.52
1.46
2524.97
Elev
257.9
256.2
254
243.8
243.3
248.9
Expan.
.3
Channel
0.055
960.00
394.37
394.37
2180.71
39.00
5.53
10.11
47494.3
41.90
1. 24
6.85
651.31
Right OB
0.090
696.70
958 . 72
958.72
1573.37
300.88
1.64
3.19
34266.8
300.98
0.42
0.69
3161.69
C & E Loss (ft) 0.05 Cum SA (acres) 560 .97 55.10 686.52
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 45980
INPUT
Description:
Station Elevation Data num= 34
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 252.5 1083 251 .6 1165 251.4 1173 251.4 1248 251.5
1330 250.2 1346 249.9 1413 248.6 1496 248.5 1519 248.7
1578 249.2 1661 249.1 1692 249.l 1743 248.9 1787 248.1
1826 246.5 1864 244.9 1908 243.3 1953 242.3 1991 242
2037 242.2 2051 235.l 2058 233.7 2065 235.1 2076 242.7
2111 243.2 2168 246 2226 248.7 2244 249.3 2283 250.3
2340 252.2 2397 254 .l 2404 254.4 2563 259.7
Manning 's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 2037 .055 2076 .09
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
2037 2076 783.3 960 696.7 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 246.55 Element Left OB Channel Right OB
Vel Head (f t) 0. 71 Wt . n-Val. 0.060 0.055 0 .090 w.s. Elev (ft) 245.84 Reach Len. (ft) 783.30 960.00 696.70
Crit W.S. (ft) Flow Area (sq ft) 536.73 337.28 172.37
E.G. Slope (ft/ft) 0.006454 Area (sq ft) 536.73 337.28 172 .37
Q Total (cfs) 5324.00 Flow (cfs) 2093.93 2874.52 355.55
Top Width (ft) 323.21 Top Width (ft) 195.40 39.00 88.81
Vel Total (ft/s) 5.09 Avg. Vel. (ft/s) 3.90 8.52 2.06
Max Chl Dpth (ft) 12.14 Hydr. Depth (ft) 2.75 8.65 1.94
Conv. Total (cfs) 66273.2 Conv. (cfs) 26065.2 35782.0 4425.9
Length Wtd. (ft) 846.05 Wetted Per. (ft) 195.46 43.34 88.88
Min Ch El (ft) 233 .70 Shear (lb/sq ft) 1.11 3.14 0.78
Alpha 1.76 Stream Power (lb/ft s) 4.32 26. 72 1.61
Frctn Loss (ft) 1.29 Cum Volume (acre-ft) 2515 .15 643.25 3152.64
C & E Loss (ft) 0 .20 Cum SA (acres) 557.94 54.24 683.40
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections .
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 45020
INPUT
Description:
Station Elevation Data num= 21
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 247 1100 245.5 1200 245 1300 245.2 1400 243.2
1500 240.8 1600 240.9 1700 242.3 1800 242.7 1900 243
2000 241. 6 2100 240.l 2200 240.2 2256 241.1 2269 232.6
2276 231. 6 2283 232.6 2295 242 2400 250.3 2500 256 .2
2600 259.6
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 2256 .055 2295 .09
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
2256 2295 900 1170 750 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 245.06 Element Left OB Channel Right OB
Vel Head (ft) 0.05 Wt. n-Val. 0.060 0.055 0.090 w.s. Elev (ft) 245.01 Reach Len. (ft) 900.00 1170.00 750.00
Crit W.S. (ft) Flow Area (sq ft) 3024.54 379.36 57.33
E.G . Slope (ft/ft) 0.000666 Area (sq ft) 3024.54 379.36 57.33
Q Total (cfs) 5324.00 Flow (cfs) 4194 .70 1097.28 32.02
Top Width (ft) 1030.94 Top Width (ft) 953.85 39.00 38.08
Vel Total (ft/s) 1 .54 Avg. Vel. (ft/s) 1.39 2.89 0.56
Max Chl Dpth (ft) 13.41 Hydr. Depth (ft) 3.17 9.73 1. 51
Conv. Total (cfs) 206232.8 Conv. (cfs) 162487.7 42504.6 1240 .5
Length Wtd. (ft) 968.04 Wetted Per. (ft) 953.94 44.92 38.20
Min Ch El (ft) 231.60 Shear (lb/sq ft) 0 .13 0.35 0.06
Alpha 1. 37 Stream Power (lb/ft s) 0.18 1. 02 0.03
Fr ctn Loss (ft) 0.80 Cum Volume (acre-ft) 2483.13 635.35 3150.81
C & E Loss (ft) 0.00 Cum SA (acres) 547.60 53.38 682.39
Warning: Divided flow computed for this cross-section.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1 .4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 43850
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 251 1110 249.6 1220 248.6 1330 248.1 1404 246.9
1439 245.9 1549 242.4 1642 240.4 1659 240.4 1768 240.6
1879 240.2 1989 239.9 2010 239.6 2099 239.l 2209 238.4
2316 238.6 2380 239.l 2391 237 2402 232.6 2414 229 .8
2418 230.4 2433 232.3 2456 238.2 2465 239.6 2598 242 .3
2916 247.9 3181 252 3345 253.l 3690 254.5 3775 259.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 2380 .06 2465 .09
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
2380 2465 900 1170 730 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 244.26 Element Left OB Channel Right OB
Vel Head (ft) 0.08 Wt. n-Val. 0.075 0.060 0.090
w.s . Elev (ft) 244.18 Reach Len. (ft) 900.00 1170.00 730.00
Crit W.S. (ft) Flow Area (sq ft ) 3713. 83 827.78 529.17
E.G. Slope (ft/ft) 0.000947 Area (sq ft) 3713. 83 827.78 529.17
Q Total (cfs) 9161.00 Flow (cfs) 5881.37 2823.78 455 .86
Top Width (ft) 1211. 42 Top Width (ft) 886.84 85.00 239.58
Vel Total (ft/s) 1.81 Avg. Vel. (ft/s) 1.58 3.41 0.86
Max Chl Dpth (ft) 14.38 Hydr. Depth (ft) 4.19 9.74 2.21
Conv. Total (cfs) 297750.4 Conv. (cfs) 191156 . 0 91778.2 14816.2
Length Wtd. (ft) 956.82 Wetted Per. (ft) 886.90 87.39 239.62
Min Ch El (ft) 229.80 Shear (lb/sq ft ) 0.25 0 .56 0 .13
Alpha 1.60 Stream Power (lb/ft s) 0.39 1.91 0 .11
Frctn Loss (ft) 0.23 Cum Volume (acre-ft) 2413.52 619.14 3145 .76
C & E Loss (ft) 0.02 Cum SA (acres) 528.59 51.72 680.00
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 42680
INPUT
Description:
Station Elevation Data num= 14
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 2SS 1440 2SO 1700 240 2110 236.S 2S04 237
2Sl9 237 2SS2 228 2SS9 229 2620 237 263S 237
2870 240 3900 2SO 4800 2SO 49SO 260
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .OS 2S04 . 04S 263S .OS
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
2S04 263S 96 96 96 .4 .6
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 244.01 Element Left OB Channel Right OB
Vel Head (ft) 0.02 Wt. n-Val. o.oso 0.04S o.oso
W.S. Elev (ft) 243.99 Reach Len. (ft) 96.00 96.00 96.00
Crit W.S. (ft) Flow Area (sq ft) S410.86 1367.39 2108.S7
E.G. Slope (ft/ft) 0.000108 Area (sq ft) S410.86 1367.39 2108.S7
Q Total (cfs) 9161.00 Flow (cfs) SSOl.60 2224.06 143S.34
Top Width (ft) 1684.42 Top Width (ft) 907.68 131. 00 64S.74
Vel Total (ft/s) 1. 03 Avg. Vel. (ft/s) 1.02 1. 63 0.68
Max Chl Dpth (ft) lS.99 Hydr. Depth (ft) S.96 10.44 3.27
Conv. Total (cfs) 880248.4 Conv. (cfs) S28629.3 213702.2 137917.0
Length Wtd. (ft) 96.00 Wetted Per. (ft) 907.77 132. 80 64S .77
Min Ch El (ft) 228.00 Shear (lb/sq ft) 0.04 0.07 0.02
Alpha 1.26 Stream Power (lb/ft s) 0.04 0 .11 0.02
Frctn Loss (ft) 0 .02 Cum Volume (acre-ft) 2319.2S S89.66 3123.6S
C & E Loss (ft) 0.41 Cum SA (acres) SlO.OS 48.82 672. S8
Warning: The velocity head has changed by more than O.S ft (O .lS m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 42S84
INPUT
Description:
Station Elevation Data num= 24
Sta Elev Sta Elev Sta Elev
1 2S7 430 2S2 1000 244.3
lSOO 244.S 1800 244.7 1861 24S
2S04 244.S 2Sl9 237 2S39 232.7
2620 237.l 263S 242 .S 2900 244.9
3400 246.4 3600 247.6 4000 2S2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1 .OlS 2S04 .02 263S .OlS
Bank Sta: Left Right Lengths: Left Channel
2S04 263S 44 44
Ineffective Flow num= 2
Sta L Sta R
1 2S04
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
Elev
244
Sta L Sta R Elev
263S sooo 244
Profile #PF 1
243.S8
1.04
Element
Wt. n-Val.
Sta Elev Sta
1200 24S 1400
2000 244.9 2300
2SS2 229.2 2S90
3100 244.7 3300
sooo 2S4
Right Coe ff Contr.
44 .4
Left OB
Elev
244.8
244.6
230.S
24S.8
Expan.
.6
Channel
0.020
Right OB
w.s. Elev (ft) 242.54 Reach Len. (ft) 1. 00 1. 00 1. 00
Crit w.s. (ft) 238.56 Flow Area (sq ft) 1121 . 21
E.G. Slope (ft/ft) 0.000691 Area (sq ft) 1121. 21 0 .11
Q Total (cfs) 9161.00 Flow (cfs) 9161 .00
Top Width (ft) 131. 96 Top Width (ft) 127.09 4.87
Vel Total (ft/s) 8.17 Avg. Vel. (ft/s) 8.17
Max Chl Dpth (ft) 13.34 Hydr. Depth (ft) 8.82
Conv. Total (cfs) 348547.7 Conv. (cfs) 348547.7
Length Wtd. (ft) 1. 00 Wetted Per. (ft) 131.00
Min Ch El (ft) 229.20 Shear (lb/sq ft) 0.37
Alpha 1. 00 Stream Power (lb/ft s) 3.02
Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 2313 .29 586.92 3121.33
C & E Loss (ft) 0.09 Cum SA (acres) 509.05 48. 53 671. 86
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
BRIDGE RIVER: Lick Creek Main
REACH: Fema X-sect RS: 42583
INPUT
Description:
Distance from Upstream XS 1
Deck/Roadway Width 43
Weir Coefficient 2.6
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 2
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1 244.4 242.5 5000 244.4 242.5
Upstream Bridge Cross Section Data
Station Elevation Data num= 24
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1 257 430 252 1000 244.3 1200 245 1400 244.8
1500 244.5 1800 244.7 1861 245 2000 244.9 2300 244.6
2504 244 .5 2519 237 2539 232 .7 2552 229.2 2590 230.5
2620 237.l 2635 242.5 2900 244.9 3100 244 .7 3300 245.8
3400 246.4 3600 247.6 4000 252 5000 254
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1 .015 2504 .02 2635 .015
Bank Sta: Left Right Coe ff Contr. Expan.
2504 2635 .4 . 6
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1 2504 244 2635 5000 244
Downstream Deck/Roadway Coordinates
num= 2
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
1 244.4 242.5 5000 244.4 242.5
Downstream Bridge Cross Section Data
Station Elevation Data num= 30
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1 257 430 252 1000 244.3 1200 245 1400 244 .8
1500 244.5 1800 244.7 1861 245 2000 244.9 2300 244.6
2504 244.5 2519 237.3 2537 233.2 2539 232.7 2539 232 .6
2552 229 .2 2568 229.7 2570 229.8 2590 230.5 2599 232.8
2601 233.4 2625 237 .l 2635 242.5 2900 244.9 3100 244.7
3300 245.8 3400 246 .4 3600 247.6 4000 252 5000 254
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1 .015 2504 .02 2635 .015
Bank Sta: Left Right Coeff Contr. Expan.
2504
Ineffective Flow
Sta L Sta R
1 2504
2635
num=
Elev
244
Sta L
2635
2
.4
Sta R
5000
.6
Elev
244
Upstream Embankment side slope
Downstream Embankment side slope
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
0 horiz. to 1.0 vertical
0 horiz. to 1.0 v ertical
.95
Energy head used in spillway design
Spillway height used in design
244.5
Weir crest shape Broad Crested
Number of Piers = 3
Pier Data
Pier Station Upstream= 2538
Upstream num= 2
Width El ev Width Elev
2 0 2 242.5
Downstream num= 2
Width El ev Width Elev
2 0 2 242.5
Pier Data
Pier Station Upstream= 2569
Upstream num= 2
Width Elev Width Elev
2 0 2 242.5
Downstream num= 2
Width Elev Width Elev
2 0 2 242.5
Pier Data
Pier Station Upstream= 2600
Upstream num= 2
Width El ev Width Elev
2 0 2 242.5
Downstream num= 2
Width Elev Width Elev
2 0 2 242.5
Number of Bridge Coefficient Sets
Low Flow Methods and Data
Energy
Momen tum
Yarnell
Cd
KVal
1
Downstream=
Downstream=
Downstream=
1. 2
1. 05
Selected Low Flow Methods Highest Energy Answer
High Flow Method
Energy Only
Additional Bridge Parameters
Add Friction component to Momentum
Do not add Weight component to Momentum
2538
2569
2600
Class B flow critical depth computations use critical depth
i nside the bridge at the upstream end
Criteria to check for pressure f l ow = Upstream energy grade line
BRIDGE OUTPUT Profil e #PF 1
Opening : Bridge #1
E.G. us. (ft) 243.58 Element Inside BR US
w.s. us. (ft) 242.54 E.G. Elev (ft) 243.49
Q Total (cfs) 9161.00 w.s. Elev (ft) 242.24
Q Bridge (cfs) 9161.00 Crit W.S. (ft) 238.90
Q Weir (cfs) Max Chl Dpth (ft) 13.04
Weir Sta Lft (ft) Vel Total (ft/s) 8.98
Weir Sta Rgt (ft) Flow Area (sq ft ) 1020.15
Weir Submerg Froude # Chl 0.54
Inside BR DS
243.42
242 .18
238.88
12.98
8.93
1025.65
0.54
Weir Max Depth (ft) Specif Force (cu ft) 7771. 98 7736.94
Min Top Rd (ft) 244 .50 Hydr Depth (ft) 8.52 8.58
Min El Prs (ft) 242.50 W.P. Total (ft) 186.11 185.06
Delta EG (ft) 0.25 Conv. Total (cfs) 235628.2 238648.6
Delta WS (ft) 0.30 Top Width (ft) 119.76 119.58
BR Open Area (sq ft) 1051.39 Frctn Loss (ft) 0.06 0.00
BR Open Vel (ft/s) 8.98 C & E Loss (ft) 0.01 0.09
Coef of Q Shear Total (lb/sq ft) 0.52 0.51
Br Sel Method Energy only Power Total (lb/ft s) 4.65 4 .55
Note : Yarnell answer is not valid if the water surface is above the low chord or if there is
weir flow.
The Yarnell answer has been disregarded.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 42540
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta
1 257 430 252 1000 244.3 1200 245 1400
1500 244.5 1800 244.7 1861 245 2000 244.9 2300
2504 244.5 2519 237.3 2537 233.2 2539 232.7 2539
2552 229.2 2568 229.7 2570 229.8 2590 230.5 2599
2601 233.4 2625 237.1 2635 242.5 2900 244.9 3100
3300 245.8 3400 246.4 3600 247.6 4000 252 5000
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1 .015 2504 .02 2635 .015
Bank Sta: Left Right Lengths :
2504 2635
Left Channel
1 1
Right
1
Coeff Contr.
.4
Ineffective Flow
Sta L Sta R
1 2504
CROSS SECTION OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num= 2
Elev Sta L Sta R Elev
244 2635 5000 244
Profile #PF 1
243.33
1.09
242.24
238.57
0.000740
9161.00
125.82
8.37
13 . 04
336687.3
1. 00
229.20
1. 00
0.00
0.01
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Fl ow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
1. 00
2313 .29
509.05
Elev
244.8
244.6
232.6
232.8
244.7
254
Expan .
. 6
Channel
0.020
1. 00
1094.75
1094.75
9161.00
125.82
8.37
8.70
336687.3
129.99
0.39
3.26
585.88
48 .41
Right OB
1. 00
3121.33
671. 86
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 42539
INPUT
Description:
Station Elevation Data num= 24
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1 257 430 252 1000 244.3 1200 245 1400 244.8
1500 244.5 1800 244.7 1861 245 2000 244.9 2300 244.6
2504 244.5 2519 237 .3 2539 232 2552 229.2 2590 230.5
2620
3400
237 .l
246.4
Manning's n Values
Sta n Val
1 . 05
2635
3600
242.5
247.6
num=
Sta n Val
2504 .045
2835
4000
3
Sta
2635
244.5
252
n Val
.05
3100
5000
244.7
254
3300
Bank Sta: Left
2504
Ineffective Flow
Sta L Sta R
Right
2635
Lengths: Left Channel
99 99
Right
99
Coeff Contr.
.4
1 2504
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
num= 2
Elev Sta L Sta R Elev
244 244 2635 5000
Profile #PF 1
243.33
1.10
242.22
238 .50
0.003808
9161.00
125.48
8.43
13.02
148459.9
99.00
229.20
l. 00
0 .48
0.02
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS : 42440
Station Elevation Data num= 14
Sta Elev
1000 255
2519
2870
237
240
Manning's n Values
Sta n Val
1000 .075
Sta
1440
2552
3900
Elev
250
228
250
num=
Sta n Val
2504 .055
Sta
1700
2559
4800
3
Sta
2635
Elev
240
229
250
n Val
.075
Sta
2110
2620
4950
Elev
236.5
237
260
Left OB
99.00
2313.29
509.05
Sta
2504
2635
Bank Sta: Left
2504
Ineffective Flow
Sta L Sta R
Right
2635
Lengths: Left Channel
500 730
Right
900
Coeff Contr.
.4
1000 2504
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num= 2
Elev Sta L Sta R Elev
244 244 2635 4950
Profile #PF 1
242.83
1 .15
241.68
238.85
0.006326
9161.00
1386 .11
8.61
13.68
115182. 5
688.14
228.00
l. 00
2.40
0.63
Element
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
500.00
3381.41
847.56
2309.45
508.09
245.8
Expan.
. 6
Channel
0.045
99.00
1087.01
1087.01
9161.00
125.48
8.43
8.66
148459.9
129.22
2.00
16.85
585.86
48.41
Elev
237
237
Expan.
. 6
Channel
0.055
730.00
1064.46
1064.46
9161.00
131.00
8.61
8.13
115182. 5
132.80
3.17
27.24
583.41
48.12
Right OB
99.00
3121 .33
671. 86
Right OB
900.00
890.73
407.55
3120.32
671. 40
Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need
for
additional cross sections.
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 41710
INPUT
Description:
Station Elevation Data num= 18
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 255 1500 250 1900 240 3400 236.l 3500 235.9
3600 236.6 3707 235.7 3727 226.7 3733 226 .3 3742 226.7
3757 234.l 3800 235.8 3900 236.l 4000 236 .7 4100 237.8
4200 239.6 4300 245 4400 250
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 3707 .07 3757 .085
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan .
3707 3757 600 622 560 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 239.80 Element Left OB Channel Right OB
Vel Head (ft) 0.10 Wt. n-Val. 0.085 0.070 0.085 w.s. Elev (ft) 239.70 Reach Len. (ft) 600.00 622.00 560.00
Crit W.S. (ft) Flow Area (sq ft) 3584.21 507.41 1253.57
E.G. Slope (ft/ft) 0.002201 Area (sq ft) 3584.21 507.41 1253.57
Q Total (cfs) 9161.00 Flow (cfs) 4850.70 2259.19 2051. 11
Top Width (ft) 2185.76 Top Width (ft) 1690.94 50.00 444.82
Vel Total (ft/s) 1. 71 Avg. Vel. (ft/s) 1. 35 4.45 1. 64
Max Chl Dpth (ft) 13 .40 Hydr. Depth (ft) 2.12 10.15 2.82
Conv. Total (cfs) 195260.5 Conv. (cfs) 103389.4 48153.2 43717.9
Length Wtd. (ft) 594.99 Wetted Per. (ft) 1690.96 53.68 444.88
Min Ch El (ft) 226.30 Shear (lb/sq ft) 0 .29 1. 30 0.39
Alpha 2.20 Stream Power (lb/ft s) 0.39 5.78 0.63
Frctn Loss (ft) 1. 32 Cum Volume (acre-ft) 2269.47 570 .24 3098.17
C & E Loss (ft) 0.00 Cum SA (acres) 493.52 46.60 662.59
Warning: The energy loss was greater than 1.0 ft (0. 3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 41088
INPUT
Description:
Station Elevation Data num= 41
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 252 1411 247.6 1735 239.4 1740 239.3 2469 236.l
2974 234.9 3056 234.7 3138 235.3 3226 234.5 3240 227.3
3244 225.5 3249 225.2 3255 225.6 3260 226 3277 233 .3
3302 233.9 3329 234.5 3360 234.4 3419 234.4 3451 234.5
3477 234.7 3535 235 3573 235.3 3594 235.5 3641 236
3650 234.6 3651 236.2 3695 236.4 3710 236.6 3743 237
3766 236.9 3775 236.7 3789 237.4 3798 237.6 3816 237.7
3827 238 3885 240.3 3938 242 .6 3943 242.8 4002 245.5
4060 248.2
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 3226 .07 3277 .085
Bank Sta: Left
3226
Right
3277
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Lengths: Left Channel Right
560 600 622
Profile #PF 1
238.48
0.10
238.37
0.002242
9161.00
1885.62
1.82
13.17
193471.8
591. 64
225.20
2.00
1. 34
0.00
Element
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (f t)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
. l
Left OB
0.085
600.00
2916.58
2916.58
4190.91
1275.18
1.44
2.29
88508.2
1275.19
0.32
0.46
2224.70
473.09
Expan.
.3
Channel
0.070
622.00
506.70
506.70
2247.26
51.00
4.44
9 .94
47460.1
54.67
1.30
5.75
563.00
45.88
Right OB
0.085
560.00
1620.69
1620.69
2722.82
559.45
1.68
2.90
57503.5
560.50
0.40
0.68
3079.69
656.14
Warning: The energy loss was greater than 1 .0 ft (0 .3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 40466
INPUT
Description:
Station Elevation Data
Sta Elev
1000 249
2547
2761
2827
3033
3239
3373
3445
233.6
224.4
232.9
233.2
231.7
234.9
236
3720 246 .4
Manning's n Values
Sta n Val
1000 .085
Sta
1322
2612
2766
2859
3101
3250
3384
3514
Sta
2745
Bank Sta: Left
2745
Right
2797
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft )
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
245.2
233.5
224
233.2
233.4
234.9
234.4
237.9
num=
n Val
.07
41
Sta
1575
2676
2772
2895
3145
3289
3400
3575
3
Sta
2797
Elev
238.7
233.9
224.6
233
233.9
235
235.7
240.3
n Val
.085
Sta
1580
2745
2778
2964
3170
3308
3411
3583
Elev
238.6
233.4
225 .4
232.7
234 .2
235 .1
235 .8
240.5
Sta
2152
2757
2797
3002
3226
3347
3433
3651
Lengths: Left Channel Right
560
Coeff Contr.
.1 600 622
Profile #PF 1
237.14
0.10
237.03
0.002287
9161.00
1678.55
1.90
13.03
191554.8
587 .61
224.00
1. 85
1.38
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq f t)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr . Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
600.00
2255 .52
2255.52
3377.29
941 .01
1. 50
2.40
70618.6
941.02
0.34
0.51
2189.08
457.83
Elev
234.6
225.8
232.4
233
234.7
235.4
235.8
243.4
Expan.
. 3
Channel
0.070
622 .00
504.25
504 .25
2221.20
52.00
4.40
9.70
46444 .9
55.79
1. 29
5.68
555.78
45 .14
Right OB
0.085
560.00
2052.85
2052.85
3562.51
685.54
1. 74
2.99
74491.3
686.44
0.43
0.74
3056.08
648.13
Warning: The energy l oss was greater than 1.0 ft (0 .3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 39844
INPUT
Description:
Station Elevation Data
Sta El ev
1000 246
2121 232.4
2278 223.2
2351 231 .9
2588 231.7
2826
2980
3063
228.9
232 .9
234
3380 244.7
Manning's n Values
Sta n Val
1000 .085
Sta
1234
2168
2282
2388
2668
2839
2993
3143
Sta
2265
Bank Sta: Left
2265
Right
2317
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpt h (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
242.8
232.2
222.9
231.9
231.9
233.5
232.l
235.5
num=
n Val
.07
41
Sta
1417
2215
2290
2430
2719
2884
3012
3215
3
Sta
2317
El ev
238
232 .6
223.6
231.6
232.5
233.6
233.9
237
n Val
.085
Sta
1420
2265
2295
2509
2747
2905
3024
3222
Elev
237.9
232.2
224.7
231 .l
232.9
233.6
234
238.1
Sta
1835
2275
2317
2553
2811
2950
3049
3301
Lengths: Left Channel Right
560
Coeff Contr.
.1 600 622
Profile #PF 1
235.75
0.10
235.65
0.002428
9161.00
1539.62
1.99
12.75
185909.3
582.95
222.90
1 .70
1. 45
0.00
El ement
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
600.00
1613. 71
1613.71
2537.13
654.43
1.57
2.47
51487.4
654 .45
0.37
0.59
2162.43
446.84
Elev
233
224
231.6
231. 4
233.4
233.8
233.9
241.2
Expan.
.3
Channel
0.070
622.00
483.74
483.74
2123.85
52.00
4.39
9.30
43100 .5
56.26
1.30
5.72
548.73
44.40
Right OB
0.085
560.00
2508.60
2508.60
4500.02
833.19
1.79
3.01
91321.4
834.80
0.46
0.82
3026.76
638.37
Warning: The energy loss was greater than 1.0 f t (0.3 m). between the current and previous cross
section. This may indicate the need for additional c r oss sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 39222
INPUT
Description:
Station Elevation
Sta Elev
1000 243
1695 231 .l
1795 222
1876 230.9
2144
2413
2588
2682
230.l
226
231
231.9
3040 242.9
Data
Sta
1145
1724
1799
1917
2234
2427
2602
2771
Manning's n Values
Sta n Val Sta
1784 1000 .085
Bank Sta: Left
1784
Right
1837
CROSS SECTION OUTPUT
num=
Elev
240.4
231.l
221.7
230.6
230.3
232.2
229.8
233.1
num=
n Val
.07
41
Sta
1259
1753
1807
1965
2292
2479
2623
2853
3
Sta
1837
Elev
237.2
231.2
222.7
230.l
231.l
232.2
232.2
235.5
n Val
.085
Lengths: Left Channel
600 622
Profile #PF 1
Sta
1261
1784
1813
2055
2323
2503
2637
2861
Right
560
Elev
237.2
231 .l
224
229. 4
231.5
232.2
232.3
235 .5
Sta
1517
1792
1837
2105
2396
2554
2666
2950
Coeff Contr.
.1
Elev
231.5
222.7
230 .7
229.8
232.l
232 .3
232
239.l
Expan.
.3
E.G. Elev (ft) 234 .30 El ement Left OB Channel Right OB
Vel Head (ft) 0.10 Wt. n-Val . 0.085 0.070 0.085
w.s. Elev (f t) 234.20 Reach Len. (ft) 600.00 622.00 560.00
Crit W.S. (f t) Fl ow Area (sq ft) 951.58 468.68 2992.35
E.G. Slope (ft/ft) 0.002564 Area (sq ft) 951.58 468 .68 2992.35
Q Total (cfs) 9161.00 Fl ow (cfs) 1531. 32 2032.85 5596. 83
Top Width (ft) 1412 .60 Top Width (ft) 388.12 53.00 971..48
Vel Total (ft/s) 2.08 Avg. Vel. (ft/s) 1.61 4.34 1.87
Max Chl Dpt h (ft) 12.50 Hydr. Depth (ft) 2.45 8.84 3 .08
Conv. Total (cfs) 180936 .3 Conv. (cfs) 30244.6 40150.2 110541.4
Length Wtd . (ft) 578.00 Wetted Per. (ft) 388.15 57.81 974 .11
Min Ch El (ft) 221.70 Shear (lb/sq ft) 0.39 1.30 0. 49
Alpha 1. 56 Stream Power (lb/ft s) 0.63 5.63 0.92
Fr ctn Loss (ft) 1. 64 Cum Volume (acre-ft) 2144 .77 541.93 2991.40
C & E Loss (ft) 0.00 Cum SA (acres) 439 .66 43.65 626.77
Warning: The energy loss was greater t han 1.0 ft (0.3 m). between the current and previous cross
secti on. This may i ndicate t he need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 38600
INPUT
Description :
Station Elevat ion Data num= 28
Sta Elev Sta Elev Sta El ev Sta El ev Sta Elev
1000 240 1100 236.5 1200 229.9 1303 229.9 1310 221.1
1315 220 .6 1324 221.7 1357 229.9 1400 229 .9 1500 228.7
1600 227.8 1700 228.6 1800 228.8 1900 230.2 1981 230.8
2000 223.2 2016 230.9 2100 230.7 2157 230.7 2195 229
2211 227.5 2235 230.4 2250 230.5 2300 229 .9 2400 230.7
2500 233.4 2600 237 2700 241.l
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 1303 .07 1357 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1303 1357 155 166 92.5 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (f t) 232.66 El ement Left OB Channel Right OB
Vel Head (ft ) 0.11 Wt. n-Val. 0.085 0.070 0.085
w.s. Elev (f t) 232 .55 Reach Len. (f t) 155.00 166.00 92 .50
Cr it W.S. (f t) Fl ow Area (sq ft) 325.91 433. 11 3299.19
E.G. Slope (ft/ft) 0.003146 Ar ea (sq ft) 325.91 433 .11 3299.19
Q Total (cf s) 9161.00 Fl ow (cfs) 552.91 1940.44 6667.66
Top Width (ft) 1308. 58 Top Width (ft) 143.13 54.00 1111. 46
Vel Total (ft/s) 2 .26 Avg . Vel. (ft /s) 1 .70 4 .48 2 .02
Max Chl Dp th (ft) 11. 95 Hydr . Depth (ft) 2 .28 8 .02 2.97
Conv. Total (cfs) 163318.7 Conv . (cfs) 9857.0 34593 .3 118868.4
Length Wtd. (ft) 113.12 Wetted Per. (ft) 143.21 59 .34 1115. 02
Min Ch El (f t) 220.60 Shear (lb/sq ft) 0 . 45 1 .43 0.58
Alpha 1.45 Stream Power (lb/ft s) 0.76 6.42 1 .17
Fr ctn Loss (ft) 0.35 Cum Volume (acr e-ft) 2135.97 535.49 2950. 96
C & E Loss (ft) 0.00 Cum SA (acres) 436.00 42.89 613.38
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 38434
INPUT
Description:
Station Elevation Data num= 35
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 24 0.5 1074 237 .6 1105 236 .4 1122 235.2 1159 232.7
1210 229.6 1318 229 .4 1320 226 .9 1327 220.5 1333 219.9
1342 221 1354 223.9 1376 229.4 1418 229.4 1515 228.3
1613
1985
2194
2394
227.4
230.4
228 .9
230 .6
Manning's n Values
Sta n Val
1000 .085
1711
2004
2210
2414
228.2
223.2
227 .5
231.2
num=
Sta n Val
1318 . 07
1808
2019
2233
2492
3
Sta
1376
228.4
230.5
230
233.4
n Val
.085
1868
2101
2248
2590
229 .2
230.4
230.3
237
1906
2157
2297
2688
Bank Sta: Left
1318
Right
1376
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G . Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Profile #PF 1
232.31
0 .13
232.18
0.003122
9161.00
1281.21
2.30
12.28
163948.3
115. 84
219.90
1. 55
0.36
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 38268
Station Elevation Data num= 35
Sta Elev
1000 241
1220 229.2
1360
1626
1989
2193
2389
220.4
227.1
230
228 .7
230.6
Manning's n Values
Sta n Val
1000 .085
Sta
1078
1333
1372
1721
2007
2209
2408
Elev
237.8
228 .9
223.2
227.8
223.2
227.4
231.l
num=
Sta n Val
1333 . 07
Sta
1110
1335
1394
1817
2023
2232
2484
3
Sta
1394
Elev
236.2
226
228.9
228
230.2
230.l
233.3
n Val
.085
Sta
1128
1343
1435
1875
2103
2246
2580
El ev
234.9
219.8
228.9
228.8
230.1
230.2
236.9
Left OB
0.085
155.00
344.25
344 .25
583.70
150.45
1.70
2.29
10446.l
150.53
0. 45
0.76
2134. 78
435.48
Sta
1166
1351
1531
1912
2157
2294
2675
Bank Sta: Left
1333
Right
1394
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
Profile #PF 1
231.94
0.14
231.80
0 . 003116
9161.00
1257.63
2.34
12 .60
164112. 7
118.75
219.20
1.67
0.37
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Fl ow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
155.00
370 .10
370.10
635 .88
158.34
1. 72
2 .34
11391.3
158.42
0.45
0 .78
2133 .50
434.93
229.8
230.5
229.8
241
Expan.
. 3
Channel
0.070
166.00
483.31
483.31
2234.50
58.00
4.62
8.33
39989.4
62.81
1.50
6.94
533.74
42 .67
Elev
232.3
219.2
227.9
229 .3
230.2
229.7
241
Expan.
.3
Channel
0.070
166.00
532.98
532.98
2547.36
61.00
4.78
8.74
45634.l
65.79
1. 58
7.53
531.81
42.45
Right OB
0.085
92 .50
3163.83
3163.83
6342.79
1072.76
2.00
2.95
113512 .7
1076.05
0.57
1.15
2944.09
611. 06
Right OB
0 .085
92.50
3015.26
3015.26
5977.76
1038.28
1. 98
2.90
107087.3
1041. 28
0.56
1.12
2937.53
608.82
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 38012
INPUT
Description:
Station Elevation Data
Sta Elev
1000 241.5
1229 228.9
1378
1639
1994
2193
2383
219.7
226.7
229.6
228.6
230.5
Manning's n Values
Sta n Val
1000 .085
Sta
1081
1348
1391
1732
2011
2218
2472
Sta
1348
Bank Sta: Left
1348
Right
1413
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
num=
Elev
237.9
228.4
222.5
227.4
223.2
227.4
231.l
num=
n Val
.07
35
Sta
1115
1351
1413
1825
2026
2230
2476
3
Sta
1413
Elev
236.l
225.l
228.4
227 .6
229.8
229 .9
233.3
n Val
.085
Sta
1133
1360
1453
1882
2104
2244
2569
Lengths: Left Channel Right
92.5 155 166
Profile #PF 1
231.57
0.16
231. 41
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs )
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Elev
234.6
219.2
228.4
228.4
229.8
230
236.9
Sta
1174
1368
1546
1918
2157
2290
2663
Coeff Contr.
.1
Left OB
0.085
155.00
386.87
386.87
668.53
165.09
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs )
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
0.003141
9161.00
1289.66
2 .35
12.81
163457.3
121.70
218.60
1.83
0.38
0.00
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
1.73
2.34
11928. 4
165.16
0.46
0.79
2132.16
434.35
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
RIVER: Lick Creek Main
RS: 37936
Station Elevation Data num=
Elev
238
227.9
221.7
227
223.2
227.3
231
35
Sta Elev
1000 242
1239 228.6
1396 219
1652 226.3
1998 229 .3
2192
2378
228.5
230.5
Manning's n Values
Sta n Val
1000 .085
Sta
1085
1362
1409
1743
2015
2206
2396
num=
Sta n Val
1362 . 07
Sta
1120
1366
1432
1833
2029
2228
2469
3
Sta
1432
Elev
235.9
224.2
227.9
227.2
229 .4
229 .7
233 .3
n Val
.085
Sta
1139
1376
1471
1889
2106
2242
2559
Bank Sta: Left
1362
Right
1432
Lengths: Left Channel
155 166
Right
92. 5
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G . Slope (ft/ft)
Profile #PF 1
231.19
0.17
231.02
0.003045
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Elev
234.3
218.6
227.9
227.9
229.5
229.9
236.9
Sta
1181
1386
1561
1924
2157
2287
2650
Coeff Contr .
.1
Left OB
0.085
155.00
399.35
399.35
Elev
231.9
218.6
227.4
228.9
230
229.6
240.9
Expan.
.3
Channel
0 .070
166 .00
585 .42
585.42
2886.63
65.00
4 .93
9 .01
51505.4
69.38
1. 65
8 .16
529.68
42.21
Elev
231.5
217.9
227
228.5
229.7
229.5
240.9
Expan.
.3
Channel
0.070
166.00
651.28
651.28
Right OB
0.085
92.50
2917.80
2917 .80
5605.84
1059.57
1 .92
2.75
100023.4
1062.55
0.54
1.03
2931.23
606.60
Right OB
0.085
92.50
2722.43
2722.43
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
CROSS SECTION
REACH : Fema X-sect
INPUT
Description:
9161.00
1206.06
2.43
13.12
166022.4
124.50
217.90
1.89
0.37
0.00
Fl ow (cfs)
Top Width (ft)
Avg. Ve l. (ft/s)
Hydr. Depth (ft)
Conv. (cfs )
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 37770
Station Elevation Data num=
Elev
238.l
227.4
35
Sta Elev
1 000 242.5
1249
1414
1665
2002
2191
2372
228.3
218.3
226
228 .8
228.3
230.4
Manning's n Values
Sta n Val
1000 .085
Sta
1088
1377
1427
1753
2019
2215
2380
Sta
1377
221
226.6
223.2
227.3
230.9
num=
n Val
.07
Sta
1125
1381
1450
1842
2033
2226
2461
3
Sta
1450
Elev
235.8
223.3
227.4
226 .8
229
229 .6
233.3
n Val
.085
Sta
1145
1393
1488
1895
2107
2240
2549
Elev
234.l
217.9
227.4
227.5
229.2
229.7
236.9
676.84
171.41
1.69
2.33
12266.2
171.47
0.44
0.75
2130.76
433 .76
Sta
1189
1404
1577
1930
2157
2284
2638
Bank Sta: Left
1377
Right
1450
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Profile #PF 1
230.82
0.19
230.63
0.002969
9161.00
1176. 63
2.47
13. 43
168118 . 2
127.34
217.20
1.98
0.37
0.00
Element
Wt . n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs )
Top Width (ft)
Avg . Vel. (ft/s )
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 37604
Station Elevation Data num= 35
Sta El ev
1000 243
1259
1432
1678
2006
2190
2387
227.9
217.7
225.6
228 .4
228 .2
230.4
Manning's n Values
Sta n Val
1000 .085
Sta
1091
1392
1445
1764
2022
2204
2394
Elev
238.3
226 .9
220.3
226.2
223.2
227.2
230.9
num=
Sta n Val
1392 . 07
Sta
1129
1396
1469
1850
2036
2225
2453
3
Sta
1469
Elev
235.6
222.4
226.9
226.4
228.7
229.4
233.2
n Val
.085
Sta
1150
1409
1506
1902
2108
2238
2539
Elev
233.8
217.3
227
227.l
228.9
229.5
236.8
Left OB
0.085
155.00
414.09
414 .09
692.55
177 .94
1.67
2.33
12709.3
178.00
0 .43
0.72
2129.31
433. 13
Sta
1196
1422
1592
1936
2158
2281
2625
3249.15
70.00
4.99
9.30
58883.5
74.09
1.67
8.34
527.32
41.95
Elev
231.l
217 .2
226.6
228.l
229.5
229.4
240.8
Expan .
.3
Channel
0 .070
166.00
704.82
704.82
3563.78
73.00
5.06
9.66
65400.7
77.12
1. 69
8.57
524.74
41.68
Elev
230.7
216.5
226.2
227.6
229.2
229.3
240.8
5235.01
964. 65
1.92
2.82
94872 .7
967. 26
0.54
1.03
2925.25
604.45
Right OB
0.085
92.50
2594.50
2594.50
4904.67
925.69
1. 89
2.80
90008.2
928.06
0.52
0.98
2919.60
602.44
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr . Expan.
1392 1469 155 166 92 .5 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 230.44 Element Left OB Channel Right OB
Vel Head (ft) 0.20 Wt. n-Val. 0.085 0.070 0.085
w.s. Elev (ft) 230.24 Reach Len. (ft) 155.00 166.00 92.50
Crit W.S. (ft) Flow Area (sq ft) 439 .99 768.01 2468.70
E.G. Slope (ft/ft) 0.002876 Area (sq ft) 439.99 768.01 2468.70
Q Total (cfs) 9161.00 Flow (cfs) 732.91 3909 .41 4518.68
Top Width (ft) 1165. 66 Top Width (ft) 185.73 77.00 902.93
Vel Total (ft/s ) 2 .49 Avg. Vel. (ft/s) 1. 67 5.09 1. 83
Max Chl Dpth (ft) 13.74 Hydr . Depth (ft) 2.37 9.97 2.73
Conv. Total (cfs) 170814.8 Conv. (cfs) 13665.8 72894.4 84254.6
Length Wtd. (ft) 129.89 Wetted Per. (ft) 185.79 81.23 904.99
Min Ch El (ft) 216.50 Shear (lb/sq ft) 0.43 1. 70 0.49
Alpha 2.08 Stream Power (lb/ft s) 0. 71 8.64 0.90
Frctn Loss (ft) 0.36 Cum Volume (acre-ft) 2127.79 521.93 2914.22
C & E Loss (ft) 0.00 Cum SA (acres) 432.49 41.39 600.50
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 37438
INPUT
Description:
Station Elevation Data num: 35
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 243.5 1095 238.4 1134 235.5 1156 233.5 1203 230.3
1259 227.6 1407 226 .4 1412 221.5 1426 216.7 1439 215.8
1450 217 1463 219.5 1488 226.4 1524 226.5 1607 225.8
1691 225.2 1775 225.8 1859 226 1909 226.6 1942 227.2
2010 228 2026 223.2 2043 228.3 2110 228.7 2158 229
2189 228 .l 2213 227.2 2223 229.2 2236 229.4 2277 229.3
2361 230.3 2378 230.8 2445 233.2 2529 236.8 2613 240.7
Manning's n Values num: 3
Sta n Val Sta n Val Sta n Val
1000 .085 1407 .07 1488 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1407 1488 155 166 92.5 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 230.09 El ement Left OB Channel Right OB
Vel Head (ft) 0.20 Wt. n-Val. 0.085 0.070 0.085
w.s. Elev (ft) 229.89 Reach Len. (ft) 155.00 166 .00 92.50
Crit W.S. (ft) Flow Area (sq ft) 482.02 831.26 2379.17
E.G. Slope (ft/ft) 0. 002611 Area (sq ft) 482.02 831.26 2379.17
Q Total (cfs) 9161.00 Flow (cfs) 785.75 4121.35 4253.90
Top Width (ft) 1115. 01 Top Width (ft) 195.49 81. 00 838 .52
Vel Total (ft/s) 2.48 Avg. Vel. (ft/s) 1.63 4.96 1.79
Max Chl Dpth (ft) 14.09 Hydr. Depth (ft) 2.47 10 .26 2.84
Conv. Total (cfs) 179269 .9 Conv. (cfs) 15376.2 80649 .9 83243.9
Length Wtd. (ft) 132.54 Wetted Per. (ft) 195.55 85.07 840.23
Min Ch El (ft) 215 .80 Shear (lb/sq ft) 0.40 1.59 0.46
Alpha 2.07 Stream Power (lb/ft s) 0.66 7.90 0.83
Frctn Loss (ft) 0.34 Cum Volume (acre-ft ) 2126.15 518.88 2909.08
C & E Loss (ft) 0.00 Cum SA (acres) 431 .81 41.09 598.65
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 37272
INPUT
Description:
Station Elevation Data num: 35
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000
1278
1468
1704
2014
2189
2356
244
227.3
216.3
224 .9
227.7
228
230.3
Manning's n Values
Sta n Val
1000 .085
1098
1422
1482
1786
2030
2202
2372
238.5
225.9
218 .8
225.4
228.2
227.2
230.7
num=
Sta n Val
1422 . 07
1139
1427
1506
1867
2043
2221
2437
3
Sta
1506
235.3
220 .6
225.9
225.6
227 .9
229
233.2
n Val
.085
1162
1442
1541
1916
2111
2233
2519
233.3
216
226
226.2
228 .4
229.2
236.8
1211
1457
1623
1948
2158
2274
2600
Bank Sta: Left
1422
Right
1506
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Profile #PF 1
229.74
0.22
229.52
0.002553
9161.00
1077.55
2.55
14.32
181305.2
134.57
215.20
2.16
0.32
0.01
Element
Wt. n-Val .
Reach Len . (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 37106
Station Elevation Data num= 35
Sta Elev
1000 244.5
1288
1485
1717
2019
2188
2350
227
215.7
224.5
227.3
227.8
230.2
Manning's n Values
Sta n Val
1000 .085
Sta
1102
1437
1500
1796
2034
2201
2366
Elev
238.6
225.4
218.l
225
223.2
227.l
230.7
num=
Sta n Val
1437 . 07
Sta
1144
1442
1525
1875
2046
2220
2429
3
Sta
1525
Elev
235.2
219.8
225.4
225.4
227.6
228.9
233.2
n Val
.085
Sta
1167
1459
1559
1923
2113
2231
2508
Elev
233
215.4
225 .5
225 .8
228 .l
229
236.7
Left OB
0.085
155.00
484.95
484.95
769.59
201.33
1. 59
2. 41
15231.0
201 .38
0.38
0.61
2124.43
431.10
Sta
1218
1475
1638
1954
2158
2271
2588
Bank Sta: Left
1437
Right
1525
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Profile #PF 1
229.42
0.20
229.22
0.002190
9161. 00
1053.83
2.46
14.72
195739.9
135. 50
214 .50
2.12
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Left OB
0.085
155.00
519.08
519.08
773 .41
211.1 7
1.49
2.46
16525.2
211. 22
0.34
0.50
229.9
215.2
225.3
226.8
228.7
229.2
240.7
Expan.
.3
Channel
0.070
166.00
899.99
899.99
4537.78
84.00
5.04
10. 71
89807 .l
88.30
1.62
8.19
515.58
40.78
Elev
229.5
214.5
224.9
226.3
228.5
229 .1
240.6
Expan.
. 3
Channel
0.070
166.00
971 . 75
971. 75
4634.21
88.00
4.77
11. 04
99017.5
92.40
1.44
6.86
Right OB
0.085
92.50
2205.10
2205.10
3853.63
792.21
1.75
2.78
76267.2
792.37
0.44
0.78
2904.21
596.92
Right OB
0.085
92.50
2230.42
2230.42
3753.38
754.65
1.68
2. 96
80197.1
756.12
0. 40
0.68
Frctn Loss (ft)
c & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
0.27
0.01
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 36940
Station Elevation Data num= 35
Sta Elev
1000 245
1298 226.6
1503 215
1730 224.1
2023 226.9
2187
2345
227.7
230.2
Manning's n Values
Sta n Val
1000 .085
Sta
1105
1452
1518
1807
2037
2199
2360
Elev
238.8
224.9
217.3
224.6
223.2
227.l
230.6
num=
Sta n Val
1452 . 07
Sta
1149
1457
1544
1884
2050
2218
2421
3
Sta
1544
Elev
235
218.9
224.9
224.8
227.2
228.7
233.l
n Val
.085
Sta
1173
1475
1577
1930
2114
2229
2498
Bank Sta: Left
1452
Right
1544
Lengths: Left Channel Right
92.5
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
155 166
Profile #PF 1
229.14
0.18
228.97
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs )
Wetted Per. (ft)
Elev
232.7
214.8
225
225.3
227.8
228.9
236.7
2122.65
430.37
Sta
1226
1493
1653
1961
2158
2268
2575
Coeff Contr.
.1
Left OB
0.085
155.00
575.68
575.68
809.79
222.12
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
0.001819
9161 .00
1024 .52
2 .36
15 .17
214783.7
136.47
213 .80
2.07
0 .23
0.00
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
1. 41
2.59
18985.8
222.17
0.29
0.41
2120.70
429.60
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 36774
INPUT
Description:
Station Elevation
Sta Elev
1000 245.3
1308 226.3
1521
1743
2027
2186
2339
214.3
223.8
226.5
227.6
230.1
Data
Sta
1109
1466
1536
1818
2041
2198
2354
Manning 's n Values
Sta n Val Sta
1466 1000 .085
Bank Sta: Left
1466
Right
1562
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
num=
Elev
238.9
224 .5
216 .6
224.2
223.2
227
230.6
num=
n Val
.07
35
Sta
1154
1473
1562
1892
2053
2216
2414
3
Sta
1562
Elev
234.9
218
224.5
224.4
226.8
228.5
233.l
n Val
.085
Lengths: Left Channel
155 166
Profile #PF 1
228.91
0.16
Element
Wt. n-Val.
Sta
1179
1492
1594
1937
2116
2227
2488
Right
92.5
El ev
232.4
214.l
224.5
224.9
227.5
228.7
236.7
Sta
1233
1510
1669
1967
2158
2265
2563
Coeff Contr.
.1
Left OB
0.085
512.02
40.45
Elev
229.1
213.8
224.5
225.9
228.2
229
240.6
Expan.
. 3
Channel
0.070
166.00
1059.74
1059 .74
4736.08
92.00
4.47
11. 52
111039. 4
96.63
1.25
5.57
508.15
40 .11
Elev
228.6
213 .l
224.1
225.5
228
228.9
240.5
Expan.
. 3
Channel
0.070
2899.50
595.27
Right OB
0.085
92.50
2250.39
2250.39
3615.14
710.40
1.61
3.17
84758.5
711. 60
0.36
0.58
2894.74
593.72
Right OB
0 .085
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft )
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
228.75
0.001542
9161.00
1005.29
2.27
15.65
233295.4
136.97
213.10
2.04
0.19
0 .01
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (f t/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 36608
Station El evation Data num=
Elev
239
224
215.9
223
223.2
227
230 .5
35
Sta Elev
1000 246
1318 226
1539 213.7
1756
2031
2186
2333
223 .4
226.l
227.4
230.l
Manning's n Values
Sta n Val
1000 .085
Sta
1112
1481
1554
1828
2045
2197
2348
num=
Sta n Val
1481 . 07
Sta
1159
1488
1581
1900
2056
2214
2406
3
Sta
1581
Elev
234.7
217.1
224
224
226.5
228.4
233.l
n Val
.085
Sta
1184
1509
1612
1944
2117
2225
2478
El ev
232.2
213.5
224
224.5
227.2
228.6
236.7
155.00
626.57
626.57
826.65
235 .11
1. 32
2.67
21051.5
235.16
0.26
0.34
2118. 56
428.78
Sta
1241
1528
1684
1973
2158
2261
2550
Bank Sta: Left
1481
Right
1581
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E .G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Tot al (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Al pha
Frctn Loss (ft)
c & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Profile #PF 1
228. 72
0.14
228.58
0 .001231
9161.00
988.15
2 .12
16.18
261066.7
137 .82
212 .40
1.97
0.16
0 .00
Element
Wt. n-Val.
Reach Len . (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv . (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RI VER : Lick Creek Main
RS : 36442
Station Elevation Data num= 35
Sta Elev
1000 246.5
1327 225. 7
1557 213
1769 223
2035 225.7
2185
2328
227.3
230
Sta
1116
1496
1573
1839
2049
2196
2342
Elev
239 .l
223.5
215 .l
223.5
223.2
226.9
230.4
Sta
1164
1503
1599
1909
2060
2213
2398
Elev
234. 6
216.2
223.5
223.7
226.l
228.2
233
Sta
1190
1525
1629
1951
2118
2223
2468
Elev
231.9
212.9
223 .5
224
226.9
228 .4
236.6
Left OB
0.085
155.00
697.96
697.96
859.38
245.38
1.23
2.84
24490.3
245.44
0 .22
0.27
2116. 20
427.93
Sta
1248
1546
1699
1979
2158
2258
2538
166.00
1144 .59
1144.59
4833.05
96 .00
4.22
11.92
123079.2
100.39
1.10
4.63
503 .95
39.75
Elev
228 .2
212.4
223.7
225.l
227.7
228.8
240.4
Expan.
. 3
Channel
0.070
166.00
1242.37
1242.37
4817.66
100.00
3.88
12.42
137292 .0
104.59
0.91
3.54
499.40
39.37
Elev
227.8
211. 8
223.2
224.6
227.5
228 .7
240.4
92.50
2271. 67
2271. 67
3501.30
674.18
1.54
3.37
89164.7
675.21
0.32
0.50
2889.94
592.25
Right OB
0.085
92.50
2377.08
2377.08
3483.95
642.77
1.47
3.70
99284.4
643.66
0.28
0 .42
2885.01
590 .85
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 1496 .07 1599 .085
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr.
14 96 1599 155 166 92.5 .1
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 228.56 Element Left OB
Vel Head (ft) 0 .13 Wt. n-Val. 0.085
w.s. Elev (ft) 228 .43 Reach Len. (ft) 155 .00
Crit W.S. (ft) Flow Area (sq ft) 782.73
E.G. Slope (ft/ft) 0.001040 Area (sq ft) 782.73
Q Total (cfs) 9161. 00 Flow (cfs) 927 .05
Top Width (ft) 987.38 Top Width (ft) 256.91
Vel Total (ft/s) 2.03 Avg. Vel. (ft/s) 1.18
Max Chl Dpth (ft) 16.63 Hydr. Depth (ft) 3.05
Conv. Total (cfs) 284129.0 Conv . (cfs) 28752.4
Length Wtd . (ft) 139.08 Wetted Per. (ft) 256 .97
Min Ch El (ft) 211. BO Shear (lb/sq ft) 0 .20
Alpha 1. 98 Stream Power (lb/ft s) 0 .23
Frctn Loss (ft) 0 .13 Cum Volume (acre-ft) 2113. 57
C & E Loss (ft) 0.00 Cum SA (acres) 427 .04
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect
INPUT
Description:
Station Elevat ion Data
Sta Elev Sta
1000 247 1119
1337 225.3 1511
1575 212.3 1591
1782 222.7 1850
2039 225.3 2052
2184 227.2 2195
2322 230 2336
Manning's n Values
Sta n Val Sta
1000 .085 1511
Bank Sta: Left
1511
Right
1618
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dp th (ft)
Conv. Total (cfs)
Length Wt d . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
RS : 36276
num= 35
El ev Sta Elev Sta El ev Sta
239.3 1169 234.4 1196 231.6 1255
223 1518 215.4 1542 212.3 1564
214 .4 1618 223 1647 223 1715
223 .1 1917 223.3 1958 223 .6 1985
223.2 2063 225.7 2120 226 .6 2158
226.9 2211 228 2221 228.2 2255
230.4 2390 233 2457 236 .6 2525
num= 3
n Val Sta n Val
.07 1618 .085
Lengths: Left Channel
155 166
Ri ght
92 .5
Coeff Contr.
.1
Profile #PF 1
228.42
0 .11
228.31
0.000855
9161.00
988 . 13
1. 91
17.21
313302.7
139 .92
211. 10
1.96
0 .11
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (f t)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
155.00
890.37
890.37
1011.17
268.78
1.14
3.31
34581.5
268.86
0.18
0.20
2110.59
426.10
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 36110
INPUT
Expan.
.3
Channel
0.070
166.00
1346. 86
1346.86
4959.95
103 .00
3.68
13.08
153833.3
107.91
0.81
2.98
494. 47
38.99
Elev
227.4
211.1
222.B
224.2
227.2
228.6
240.3
Expan.
.3
Channel
0 .070
166.00
1457.77
1457.77
5003.53
107.00
3.43
13.62
171118. 7
112.10
0.69
2.38
489.12
38.59
Right OB
0 .085
92.50
2386 .02
2386.02
3274.00
627.47
1.37
3.80
101543.4
628.16
0.25
0.34
2879.95
589 .50
Right OB
0.085
92.50
2446.22
2446.22
3146.31
612.35
1.29
3.99
107602.5
612.87
0 .21
0 .27
2874 .82
588.19
Description:
Station Elevation
Sta Elev
1000 247.5
1347 225
1593 211 .6
1795 222.3
2044
2183
2317
224 .9
227
229.9
Manning's n Values
Sta n Val
1000 .085
Data
Sta
1123
1526
1609
1860
2056
2194
2330
num=
Elev
239.4
222.5
213 . 7
222.7
223.2
226 .9
230 .3
num=
Sta n Val
1526 . 07
35
Sta
1174
1534
1637
1926
2066
2209
2382
3
Sta
1637
Elev
234.3
214.4
222.5
222.9
225.3
227.9
233
n Val
.085
Sta
1202
1558
1665
1965
212 1
2219
2447
Bank Sta: Left
1526
Right
1637
Lengths: Left Channel Right
92.5
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
155 166
Profile #PF 1
228.31
0.10
228.21
Element
Wt. n-Val.
Reach Len . (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Elev
231.4
211. 6
222.5
223.2
226 .3
228.1
236.6
Sta
1263
1581
1730
1991
2158
2252
2513
Coeff Contr.
.1
Left OB
0.085
155.00
994.60
994.60
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv . Total (cfs)
Length Wtd . (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
0.000700
9161.00
982.01
1.80
17.81
346266.9
140.58
210.40
1. 93
0.09
0.00
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
1071. 20
279.80
1. 08
3.55
40489.2
279 .88
0 .16
0.17
2107.24
425.12
CROSS SECTION
REACH : Fema X-sect
INPUT
Description:
RIVER: Lick Creek Main
RS: 35944
Station Elevation Data num=
Elev
239.5
35
Sta Elev
1000 248
1357 224.7
1611 211
1808
2048
2182
2311
221.9
224 .5
226.9
229.9
Manning's n Values
Sta n Val
1000 .085
Sta
1126
1541
1627
1871
2060
2192
2324
222
212.9
222.3
223.2
226.8
230.2
num=
Sta n Val
1541 .07
Sta
1178
1549
1655
1934
2070
2208
2374
3
Sta
1655
Elev
234.l
213. 5
222
222.5
225
227.7
233
n Val
.085
Sta
1207
1575
1682
1972
2123
2217
2437
Bank Sta: Left
1541
Right
1655
Lengths: Left Channel Right
92 .5
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
155 166
Profile #PF 1
228.22
0.09
228. 13
0.000577
9161.00
982 .75
1.70
18.43
381355. 9
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Elev
231.l
211
222
222.7
226
227.9
236 .5
Sta
1270
1599
1745
1997
2159
2248
2500
Coeff Contr.
.1
Left OB
0.085
155.00
1111. 94
1111. 94
1137.32
292.43
1.02
3.80
47344.5
Elev
227
210.4
222.4
223.8
227
228.5
240.3
Expan.
.3
Channel
0 .070
166 .00
1577.70
1577.70
5044 .85
111. 00
3 .20
14.21
190685 .l
116 . 13
0.59
1. 90
483.34
38.17
Elev
226.6
209.7
222
223.3
226.8
228.4
240 .2
Expan.
. 3
Channel
0.070
166.00
1694.03
1694.03
5061.14
114. 00
2.99
14.86
210686.2
Right OB
0 .085
92.50
2511. 32
2511. 32
3044.95
591.21
1.21
4 .25
115092.7
591.62
0.19
0.22
2869.55
586.91
Right OB
0.085
92 .50
2590.85
2590 .85
2962.54
576.32
1.14
4.50
123325.2
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
1000 248.5
1367 224.4
1629 210.3
1821 221 .6
2052
2182
2306
224.l
226.8
229.8
Manning's n Values
Sta n Val
1000 .085
141. 28
209.70
1.90
0.07
0.00
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 35778
Data
Sta
1130
1555
1645
1882
2064
2191
2318
num=
El ev
239.6
221. 5
212.2
221.9
223.2
226.8
230.2
num=
Sta n Val
1555 . 07
35
Sta
1183
1564
1674
1942
2073
2206
2366
3
Sta
1674
Elev
234
212.7
221.5
222 .l
224.6
227.5
232.9
n Val
.085
Sta
1213
1591
1700
1979
2124
2215
2427
El ev
230 .8
210 .4
221 .6
222.3
225.7
227 .7
236.5
292.53
0.14
0.14
2103.49
424.11
Sta
1278
1617
1761
2003
2159
2245
2488
Bank Sta: Left
1555
Right
1674
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (f t)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
228.14
0.07
228.06
0. 000475
9161. 00
981. 57
1.60
19.06
420419.0
142.10
209.00
1. 88
0.06
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq f t)
Flow (cfs )
Top Width (ft)
Avg. Vel. (ft /s)
Hydr . Depth (ft)
Conv. (cfs)
Wetted Per. (ft )
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 35612
INPUT
Description:
Station Elevation Data num=
Elev
239.8
Sta Elev Sta
1000 249 1133
1376
1647
1834
2056
2181
2300
224
209.6
221 .2
223.7
226.6
229 .8
Manning's n Values
Sta n Val
1000 .085
1570
1664
1892
2067
2190
2312
221
211. 5
221. 5
223.2
226.7
230.l
num=
Sta n Val
1570 . 07
35
Sta
1188
1579
1693
1951
2077
2204
2358
3
Sta
1693
Elev
233 .8
211. 8
221
221.7
224.2
227.4
232.9
n Val
.085
Sta
1219
1608
1718
1986
2125
2213
2417
Elev
230.5
209.7
221.l
221.9
225 .4
227.6
236.5
Left OB
0.085
155.00
1232 .11
1232 .11
1194. 53
303.35
0.97
4.06
54819 .5
303.45
0.12
0.12
2099.32
423.05
Sta
1285
1635
1776
2009
2159
2242
2475
Bank Sta: Left
1570
Right
1693
Lengths: Left Channel
155 166
Right
92.5
Coeff Contr.
.1
CROSS SECTION OUTPUT Profile #PF 1
119. 45
0.51
1. 53
477 .10
37.74
Elev
226.2
209
221.5
222.9
226.5
228.3
240.2
Expan.
.3
Channel
0.070
166.00
1837.27
1837.27
5116. 72
119. 00
2.78
15 .44
234818.0
124 .36
0 .44
1 .22
470.37
37 .30
Elev
225.8
208 .4
221.l
222 .5
226.3
228 .2
240.l
Expan.
. 3
576.62
0.16
0.19
2864.14
585.67
Right OB
0.085
92 .50
2651.44
2651.44
2849.75
559.22
1.07
4.74
130781.6
559.43
0.14
0.15
2858.57
584.46
E.G. Elev (ft) 228 .08 Element Left OB Channel Right OB
Vel Head (ft) 0.07 Wt. n-Val. 0.085 0.070 0.085
w.s. Elev (ft) 228.01 Reach Len. (ft) 155.00 166.00 92.50
Crit W.S. (ft) Flow Area (sq ft ) 1386.30 1982.95 2708 .42
E.G. Slope (ft/ft) 0.000389 Area (sq ft) 1386.30 1982.95 2708.42
Q Total (cfs) 9161.00 Flow (cfs) 1280.86 5143.05 2737.09
Top Width (ft) 978.86 Top Width (ft) 316.04 123.00 539.83
Vel Total (ft/s) 1.51 Avg. Vel. (ft/s) 0.92 2.59 1 .01
Max Chl Dpth (ft) 19.61 Hydr. Depth (ft) 4.39 16.12 5 .02
Conv. Total (cfs) 464350.3 Conv. (cfs) 64924 .0 260689 .6 138736.7
Length Wtd. (ft) 142.77 Wetted Per. (ft) 316.16 128.66 539.97
Min Ch El (ft) 208.40 Shear (lb/sq ft) 0 .11 0.37 0.12
Alpha 1. 85 Stream Power (lb/ft s) 0.10 0.97 0.12
Frctn Loss (ft) 0.05 Cum Volume (acre-ft) 2094.66 463.10 2852.88
C & E Loss (ft) 0.00 Cum SA (acres) 421. 94 36.84 583.30
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 35446
INPUT
Description:
Station Elevation Data num= 35
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 249. 5 1137 239.9 1193 233.7 1224 230.3 1293 225.4
1386 223.7 1585 220.5 1595 210.9 1624 209.l 1652 207.7
1665 209 1682 210.7 1711 220.5 1735 220.6 1791 220.7
1847 220.8 1903 221.1 1959 221.3 1993 221.4 2015 222.l
2060 223.3 2071 223.2 2080 223.9 2127 225.l 2159 226
2180 226.5 2189 226.7 2202 227.2 2211 227.4 2239 228.2
2295 229.7 2306 230.1 2351 232.9 2407 236.5 2463 240.l
Manning's n Va l ues num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 1585 .07 1711 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1585 1711 155 166 92.5 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 228.02 Element Left OB Channel Right OB
Vel Head (ft) 0.06 Wt. n-Val. 0.085 0.070 0.085
w.s . Elev (ft) 227.96 Reach Len. (ft) 155.00 166.00 92.50
Crit W.S. (ft) Flow Area (sq ft) 1530.93 2112. 94 2766.49
E.G. Slope (ft/ft) 0.000326 Area (sq ft) 1530.93 2112 . 94 2766.49
Q Total (cfs) 9161.00 Flow (cfs) 1348.82 5150 .78 2661.40
Top Width (ft) 973.88 Top Width (ft) 328 . 11 126 .00 519.76
Vel Total (ft/s ) 1. 43 Avg. Vel. (ft/s) 0.88 2.44 0.96
Max Chl Dpth (ft) 20.26 Hydr. Depth (ft) 4.67 16.77 5 .32
Conv. Total (cfs) 507410.3 Conv. (cfs) 74708.4 285292.0 147409.9
Length Wtd. (ft) 143.42 Wetted Per. (ft) 328.25 131. 71 519.87
Min Ch El (ft) 207.70 Shear (lb/sq ft) 0.09 0.33 0.11
Alpha 1.82 Stream Power (lb/ft s) 0.08 0.80 0.10
Frctn Loss (ft) 0.04 Cum Volume (acre-ft) 2089.47 455.29 2847 .07
C & E Loss (ft) 0.00 Cum SA (acres) 420.80 36.36 582.17
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 35280
INPUT
Description:
Station Elevation Data num= 12
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 250 1140 240 1230 235 1300 225 1600 220
1610 210 1670 207 1700 210 1730 220 2000 221
2300 230 2450 240
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .085 1600 .07 1730 .085
Bank Sta : Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1600 1730 700 1080 1050 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G . Elev (ft) 227.98 Element Left OB Channel Right OB
Vel Head (ft) 0.05 Wt. n-Val. 0.085 0 .070 0.085
w.s. Elev (ft) 227.93 Reach Len. (ft) 700.00 1080.00 1050.00
Crit W.S. (ft) Flow Area (sq ft) 1657.95 2265.45 2804.80
E.G. Slope (ft/ft) 0.000273 Area (sq ft) 1657.95 2265.45 2804.80
Q Total (cfs) 9161.00 Flow (cfs) 1430.46 5178.41 2552 .13
Top Width (ft) 951.37 Top Width (ft) 320.49 130. 00 500.89
Vel Total (ft/s) 1. 36 Avg. Vel. (ft/s) 0.86 2 .29 0.91
Max Chl Dpth (ft) 20.93 Hydr. Depth (ft) 5.17 17.43 5.60
Conv. Total (cfs) 554922.1 Conv. (cfs) 86649.0 313679.3 154593.8
Length Wtd. (ft) 978.53 Wetted Per. (ft) 320.74 135.99 500.99
Min Ch El (ft) 207.00 Shear (lb/sq ft) 0.09 0.28 0 .10
Alpha 1.78 Stream Power (lb/ft s) 0.08 0.65 0.09
Frctn Loss (ft) 0.54 Cum Volume (acre-ft) 2083.80 446 .95 2841 .15
C & E Loss (ft) 0.01 Cum SA (acres) 419.64 35 .88 581.09
Warning: The conveyance r atio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or great er than 1.4. This may indi cate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 34200
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 250.2 1100 246.8 1200 238.1 1300 231.7 1400 223.3
1415 222.1 1437 215.2 1454 222.5 1500 222 1600 222.3
1622 211.4 1626 210.9 1629 211.7 1645 220.8 1700 221.6
1749 21 9.6 1757 214 1764 219.6 1 800 220.5 1832 219.6
1875 222.1 1900 226.9 1944 237.1 2000 238.9 2100 241.1
2200 242.3 2300 241.5 2400 239.9 2500 239.8 2850 240
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1600 .07 1645 .085
Bank Sta: Left Right Lengths: Left Channel Right Coe f f Contr. Expan.
1600 1645 570 614 520 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 227.43 Element Left OB Channel Right OB
Vel Head (ft) 0 .13 Wt. n-Val. 0 .075 0.070 0.085
w.s. Elev (f t) 227.30 Reach Len. (ft) 570 .00 614.00 520.00
Crit W.S. (ft) Flow Area (sq ft ) 1244. 72 519 .16 1661.20
E.G. Slope (ft/ft) 0.001674 Area (sq ft) 1244.72 519 .16 1661.20
Q Total (cfs) 9161.00 Flow (cfs) 2938.77 2143.02 4079.21
Top Width (ft) 549.29 Top Width (ft) 247 .58 45.00 256 . 71
Vel Total (ft/s) 2.67 Avg. Vel. (ft/s) 2.36 4.13 2.46
Max Chl Dpth (ft) 16.40 Hydr. Depth (ft) 5.03 11. 54 6.47
Conv. Total (cfs) 223934.4 Conv. (cfs) 71836. 3 52384.6 99713. 5
Length Wtd. (ft) 557.97 Wetted Per . (ft) 250.36 50.09 261.09
Min Ch El (ft) 210.90 Shear (lb/sq ft) 0.52 1. 08 0.66
Alpha 1.18 Stream Power (lb/ft s) 1. 23 4.47 1.63
Fr ctn Loss (ft) 1. 00 Cum Volume (acre-ft) 2060.47 412.43 2787.33
C & E Loss (ft) 0.00 Cum SA (acres) 415 .08 33.71 571. 96
Warning : The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 33586
INPUT
Description:
Station Elevation Data
Sta Elev
1000 245.6
1373 222.2
1467 221 .l
1590
1711
1793
1960
2258
2475
210.7
219
219
234.3
236 .7
235.8
Manning's n Values
Sta n Val
1000 .075
Sta
1093
1387
1560
1594
1719
1836
2059
2269
2526
Sta
1560
Bank Sta: Left
1560
Right
1608
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
242.6
221. 3
221 .3
212.5
214.5
221
236.4
236.6
235.9
num=
n Val
.07
43
Sta
1140
1408
1571
1608
1726
1857
2063
2357
2804
3
Sta
1608
Elev
239
215.7
219 .l
219.8
219
224.2
236.4
235 .6
238
n Val
.085
Sta
1187
1420
1583
1651
1754
1861
2159
2372
Elev
235
220.2
210.4
220 .4
219.6
224 .8
237.l
235.6
Sta
1280
1424
1587
1662
1761
1904
2166
2456
Lengths: Left Channel Right
520
Coeff Contr.
.1 570 614
Profile #PF 1
226.42
0.14
226.28
0.001940
9161.00
551.66
2.79
16.28
207991.6
559.98
210.00
1.18
1.12
0.00
Element
Wt. n-Val.
Reach Len. (ft )
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel . (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.075
570.00
1146. 62
1146.62
2801.28
242.80
2.44
4 .72
63600.2
244.77
0 .57
1.39
2044.83
411. 87
Elev
229
221. 6
210
220.6
219.7
232.9
237.1
235.7
Expan.
. 3
Channel
0.070
614 .00
517.91
517.91
2204 .50
48.00
4 .26
10 .79
50051.0
53.32
1.18
5.01
405.12
33.05
Right OB
0.085
520.00
1613. 74
1613. 74
4155.23
260.86
2.57
6.19
94340.4
263.88
0.74
1. 91
2767.78
568.87
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 32972
INPUT
Description:
Station Elevation
Sta Elev
1000 241
1347 221.2
1433
1551
1673
1755
1920
2216
2431
220.2
209.6
218.4
218.4
229.8
231.9
231.7
Data
Sta
1007
1360
1520
1556
1681
1797
2019
2225
2482
Manning's n Values
Sta n Val Sta
1520 1000 .075
Bank Sta: Left
1520
Right
1570
CROSS SECTION OUTPUT
num=
Elev
238.4
220.4
220.2
211 .1
215
219.8
231.7
231.9
231.9
num=
n Val
.07
43
Sta
1130
1379
1531
1570
1688
1818
2022
2314
2758
3
Sta
1570
Elev
235.5
216.3
213.8
218.8
218.4
222.2
231.7
231.5
236
n Val
.085
Lengths: Left Channel
570 614
Profile #PF 1
Sta
1173
1390
1543
1613
1715
1822
2117
2329
Right
520
Elev
232
219.6
209.4
219.5
218.8
222 .7
232
231.3
Sta
1260
1393
1548
1624
1723
1865
2124
2413
Coeff Contr .
.1
Elev
226.4
220.6
209
219.6
218.9
228.7
231.9
231.6
Expan.
. 3
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft )
Conv. Total (cfs )
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
225.30
0.17
225 .13
0 .002048
9161.00
558.24
2.89
16 .13
202453.9
563.65
209.00
1. 32
1. 24
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s )
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s )
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0 .075
570.00
1027.22
1027 .22
2427.43
238.80
2.36
4.30
53645.l
240.03
0 .55
1.29
2030 .61
408.72
Channel
0.070
614.00
595.50
595.50
2806.94
50.00
4.71
11.91
62032.2
54 .78
1. 39
6 .55
397.27
32.36
Right OB
0.085
520.00
1551 .94
1551.94
3926.63
269 .44
2 .53
5 .76
86776.6
271.30
0.73
1 .85
2748.88
565.70
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and prev ious cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 32358
INPUT
Description:
Station Elevation Data
Sta Elev
1000 236 .5
1320
1400
1512
1635
1726
1880
2174
2387
220.l
219 .3
208 .6
217.8
217.7
225.2
227.l
227.7
Manning's n Values
Sta n Val
1000 .075
Sta
1080
1332
1480
1517
1642
1758
1978
2184
2430
Sta
1480
Bank Sta: Left
1480
Right
1533
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft )
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft )
num=
Elev
234 .2
219.6
219. 2
209.7
215.5
218.7
227
227.2
227.9
num=
n Val
.07
43
Sta
1120
1350
1491
1533
1649
1778
1981
2272
2712
3
Sta
1533
Elev
232
216 .8
210.9
217 .7
217.8
220.2
227
226.9
234
n Val
.085
Sta
1160
1360
1504
1575
1677
1782
2076
2286
Elev
228.9
219
208.4
218.5
218.l
220.5
226.8
227
Sta
1240
1363
1508
1587
1684
1825
2083
2369
Lengths: Left Channel Right
520
Coeff Contr.
.1 570 614
Profile #PF 1
224.06
0 .21
223.86
0.002362
9161.00
579.60
3.02
15.76
188508.9
567.75
208 .10
1. 46
1.64
0 .01
Element
Wt. n-Val .
Reach Len . (ft)
Flow Area (sq ft)
Area (sq ft )
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s )
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.075
570.00
909 .33
909.33
2110 . 06
242.40
2 .32
3.75
43419 .4
243.04
0.55
1.28
2017.94
405.57
Elev
223.7
219.7
208.l
218.5
218.l
224.6
226.7
227 .6
Expan.
.3
Channel
0 .070
614.00
642.03
642 .03
3287.03
53.00
5 .12
12 .11
67638 .4
58 .07
1. 63
8.35
388.55
31. 63
Right OB
0.085
520.00
1478.86
1478.86
3763.91
284.20
2.55
5.20
77451.2
285.19
0.76
1.95
2730.79
562 .40
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections .
CROSS SECTION
REACH: Fema X-sect
INPUT
RIVER: Lick Creek Main
RS: 31744
Description:
Station Elevation Data num= 43
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 231.9 1073 230 1110 228.5 1147 225.9 1220 221.l
1293 219.l 1304 218.8 1320 217.3 1330 218 .4 1333 218.7
1367 218.5 1440 218.l 1452 208.8 1465 207 .3 1469 207.l
1473 207.6 1479 208.4 1495 216.7 1538 217.5 1549 217.5
1596 217 .2 1604 216.l 1611 217.2 1638 217.3 1646 217.4
1677 217.l 1719 217.5 1739 218.3 1743 218.4 1786 220.4
1840 220.7 1937 222.3 1941 222.3 2035 221. 6 2041 221.6
2132 222.4 2142 222.4 2229 222.6 2243 222.7 2326 223.5
2344 223.6 2394 224 2666 232
Manning 's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1440 .07 1495 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan .
1440 1495 570 614 520 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 222.41 Element Left OB Channel Right OB
Vel Head (ft) 0.31 Wt. n-Val. 0.075 0.070 0.085
w.s. Elev (ft) 222.11 Reach Len. (ft ) 570 .00 614.00 520.00
Crit W.S. (ft) Flow Area (sq ft) 703.86 642.74 1486. 71
E.G. Slope (ft/ft) 0 .003618 Area (sq ft) 703.86 642.74 1486. 71
Q Total (cfs) 9161.00 Flow (cfs) 1740.45 3971.33 3449.22
Top Width (ft) 851 .83 Top Width (ft) 235.29 55.00 561.54
Vel Total (ft/s) 3.23 Avg. Vel. (ft/s) 2.47 6.18 2.32
Max Chl Dpth (ft) 15.01 Hydr. Depth (ft) 2.99 11. 69 2.65
Conv. Total (cfs) 152298.l Conv. (cfs) 28934.3 66021.8 57341.9
Length Wtd. (ft) 558.03 Wetted Per. (ft) 235 .50 60.38 561.79
Min Ch El (ft) 207.10 Shear (lb/sq ft ) 0 .68 2 .40 0.60
Alpha 1.89 Stream Power (lb/ft s) 1 .67 14 .86 1.39
Frctn Loss (ft) 1.42 Cum Volume (acre-ft) 2007 .38 379.50 2713. 09
C & E Loss (ft) 0.06 Cum SA (acres) 402.45 30.87 557.35
Warning: Divided flow computed for this cross-section.
Warning: The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 31130
INPUT
Description:
Station Elevation Data num= 20
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 227.3 1100 225 1200 218 .4 1300 217 .8 1400 217.1
1412 206.7 1430 206.2 1440 207 1458 215.7 1500 216.5
1600 216.6 1700 216 .3 1800 216.l 1900 217.6 2000 216.4
2100 217 .7 2200 218.4 2300 219.6 2350 220 2620 230
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .075 1430 .07 1458 .085
Bank Sta: Left Right Lengths: Left Channel Right Coe ff Contr. Expan.
1430 1458 400 610 540 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 220 .92 Element Left OB Channel Right OB
Vel Head (ft) 0 .09 Wt. n-Val. 0.075 0.070 0.085
w.s. Elev (ft) 220.83 Reach Len. (ft) 400.00 610.00 540.00
Crit W.S. (ft) Flow Area (sq ft) 1022.77 313.05 3212.00
E.G. Slope (ft/ft) 0.001892 Area (sq ft) 1022.77 313.05 3212.00
Q Total (cfs) 9161.00 Flow (cfs) 2137.58 1379.68 5643.74
Top Width (ft) 1209 .39 Top Width (ft) 266.88 28.00 914.51
Vel Total (ft/s )
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
2.01
14.63
210587.6
522.76
206.20
1.44
0.91
0.00
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
2 .09
3.83
49137 .4
270.85
0 .45
0.93
1996.08
399.16
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 30520
INPUT
Description:
Station Elevation
Sta Elev
884 227 .8
1242 216.2
Data
1520 216.4
1638
1689
1898
2177
2602
206.2
215.8
215.8
215 .9
221. 7
Manning's n Values
Sta n Val
884 .085
Sta
1014
1271
1564
1640
1725
1929
2265
Sta
1600
Bank Sta: Left
1600
Right
1657
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
224.5
216 .8
216.2
208.6
216
215.7
216.3
num=
n Val
.07
36
Sta
1083
1421
1600
1649
1750
1968
2323
3
Sta
1657
Elev
223.4
216 .8
216.2
211. 2
215.8
215.6
217.7
n Val
.085
Sta
1177
1435
1611
1657
1817
2041
2378
Elev
218
216.8
207
215
216
215.3
218.6
Sta
1228
1492
1627
1674
1828
2153
2490
Lengths: Left Channel Right
540
Coeff Contr.
.1 400 610
Profile #PF 1
220.01
0.10
219.92
0.001606
9161.00
1347.49
1.87
14.82
228565.8
518.03
205.10
1. 77
1.12
0.01
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft )
Cum SA (acres)
Left OB
0.085
400.00
1407.07
1407.07
2088.12
456.38
1. 48
3.08
52098.4
456.47
0.31
0.46
1984.93
395.84
4.41
11.18
31715.3
30.02
1. 23
5.43
372.76
30 .29
Elev
216.3
216.6
205 .1
215.7
216
216.l
219 .9
Expan.
.3
Channel
0.070
610.00
640.06
640.06
2558.39
57.00
4.00
11. 23
63831 .5
62 .86
1.02
4.08
366.09
29 .69
1.76
3.51
129734.8
914 .58
0.41
0.73
2685.05
548 .54
Right OB
0.085
540.00
2844.20
2844.20
4514.49
834. 11
1.59
3.41
112635. 9
834.16
0.34
0.54
2647.51
537.70
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER : Lick Creek Main
RS: 29910
INPUT
Description:
Station Elevat ion Data
Sta Elev Sta
768 228 956
1284
1696
1836
1892
2123
2433
2804
214
215.8
205.3
215.4
215.2
214.4
223.8
1326
1748
1843
1919
2158
2531
num=
Elev
223.4
215
215.2
207.4
215.5
215.1
216.3
36
Sta
1026
1542
1800
1848
1969
2201
2595
Elev
221.8
215.8
215.4
210.5
215.1
215
218 .2
Sta
1190
1592
1810
1 857
2033
2282
2659
Elev
216.5
216
207.2
214 .3
215.4
214.5
219.4
Sta
1263
1644
1824
1875
2046
2407
2780
Elev
213.8
215.6
204.1
215.4
215.4
214.7
221.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
768 .085 1800 .07 1857 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1800 1857 400 610 540 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 218.89 Element Left OB Channel Right OB
Vel Head (f t) 0.15 Wt . n-Val. 0.085 0.070 0.085
w.s. Elev (ft) 218.74 Reach Len. (ft) 400.00 610.00 540.00
Crit W.S. (ft) Fl ow Area (sq ft) 2142.73 619.01 2590.34
E .G. Slope (ft/ft) 0.002744 Area (sq ft) 2142.73 619.01 2590.34
Q Total (cfs) 12741.00 Flow (cfs) 4219.67 3181.65 5339.69
Top Width (ft) 1503 .31 Top Width (ft) 679.38 57.00 766.92
Vel Total (ft/s) 2.38 Avg. Vel. (f t/s) 1.97 5.14 2.06
Max Chl Dpth (ft) 14.64 Hydr. Depth (ft) 3.15 10.86 3 .38
Conv. Total (cfs) 243215.5 Conv. (cfs) 80550.1 60735.1 101930.3
Length Wtd. (ft) 501.43 Wetted Per. (ft) 679.49 62.29 767.01
Min Ch El (ft) 204 .10 Shear (lb/sq ft) 0.54 1. 70 0.58
Alpha 1.70 Stream Power (lb/ft s) 1. 06 8.75 1.19
Frctn Loss (ft) 1 .31 Cum Volume (acre-ft) 1968.63 357 .27 2613. 82
C & E Loss (ft) 0.01 Cum SA (acres) 390.63 28.89 527.78
Warning: The energy loss was g r eater than 1 .0 ft (0.3 m). between the curren t and previous cross
section. This may indicate the need for additional c r oss sections.
CROSS SECTION RI VER: Lick Creek Main
REACH: Fema X-sect RS: 29300
INPUT
Description :
Station Elevation Data num= 36
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
652 228.9 897 222 .3 989 220.2 1203 214.3 1299 211. 2
1326 211. 8 1380 213 .3 1663 214.8 1728 215.1 1795 214.7
1864 214.6 1932 214.2 2000 214. 5 2009 207 .5 2022 203
2034 204.5 2041 206.3 2045 209.9 2056 213 .7 2077 215.2
2094 215 2114 215 2179 214.4 2250 214 .8 2264 214.8
2349 214.6 2387 214.5 2434 214. 4 2523 213 . 6 2660 213 .2
2688 212.9 2796 216.2 2867 218 .8 2933 220 .3 3069 222.9
3206 225.8
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
652 .085 2000 .07 2056 .085
Bank Sta: Left Right Lengths: Left Cha nnel Right Coeff Contr. Expan.
2000 2056 400 610 540 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 217 .57 El ement Left OB Channel Right OB
Vel Head (ft) 0 .11 Wt. n -Val. 0.085 0 .070 0.085
w.s. Elev (ft) 217.45 Reach Len. (ft) 400.00 610.00 540.00
Crit W.S. (ft) Flow Area (sq ft) 2967.30 565.19 2378.09
E.G. Slope (ft/ft) 0.002508 Area (sq ft) 2967.30 565.19 2378.09
Q Total (cfs) 12741.00 Flow (cfs) 5706.05 2636.26 4398.70
Top Width (ft) 1741.66 Top Width (ft) 911. 41 56.00 774.25
Vel Total (f t/s) 2.16 Avg. Vel. (ft/s) 1 .92 4.66 1. 85
Max Chl Dpth (ft) 14.45 Hydr. Depth (ft) 3.26 10.09 3.07
Conv. Total (cfs) 254406 .6 Conv. (cfs) 113935.8 52639.6 87831.2
Length Wtd. (ft) 482.40 Wetted Per. (ft) 911. 54 61. 50 774.39
Min Ch El (ft) 203.00 Shear (lb/sq ft) 0.51 1. 44 0.48
Alpha 1.58 Stream Power (l b/ft s) 0.98 6. 71 0.89
Frctn Loss (ft) 0 .96 Cum Volume (acre-ft) 1945.17 348 .98 2583.03
C & E Loss (ft) 0.01 Cum SA (acres) 383.32 28.10 518.22
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 28690
INPUT
Description:
Station Elevation Data num= 36
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
536 229.5 839 221.l 952 218 .6 1217 212.2 1334 208.6
1368 209 .5 1435 211 .7 1784 213.8 1864 214.3 1948 213.7
2032 213.6 2116 213.l 2200 213. 7 2208 207.8 2219 202
2232 203.6 2240 205 .l 2245 209.2 2256 213 2278 214 .9
2297 214.6 2318 214.4 2390 213. 7 2467 214.2 2482 214.3
2574 214 2616 213. 9 2667 213.7 2764 212.8 2913 211.8
2944 211.5 3062 216.1 3130 219 .4 3211 221.l 3359 224.5
3508 227.9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
536 .085 2200 .07 2256 .085
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
2200 2256 400 610 540 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 216.59 Element Left OB Channel Right OB
Vel Head (f t) 0.07 Wt. n-Val. 0.085 0.070 0.085 w.s . Elev (ft) 216.53 Reach Len. (ft) 400 .00 610.00 540.00
Crit W.S. (ft) Flow Area (sq ft) 4253.69 556.47 2431.14
E.G. Slope (ft/ft) 0.001627 Area (sq ft) 4253.69 556.47 2431.14
Q Total (cfs) 12741.00 Flow (cfs) 7123. 93 2064.27 3552 .80
Top Width (ft) 2032.86 Top Width (ft) 1162.10 56.00 814.76
Vel Total (f t/s) 1. 76 Avg. Vel. (ft/s) 1.67 3. 71 1 .46
Max Chl Dpth (ft) 14.53 Hydr. Depth (ft) 3.66 9.94 2 .98
Conv. Total (cfs) 315839.3 Conv. (cfs) 176596.6 51171.5 88071. 2
Length Wtd. (ft) 464.81 Wetted Per. (ft) 1162.27 61.72 814.97
Min Ch El (ft) 202.00 Shear (lb/sq ft) 0.37 0.92 0.30
Alpha 1. 42 Stream Power (lb/ft s) 0.62 3.40 0 .44
Frctn Loss (ft) 0. 48 Cum Volume (acre-ft) 1912.01 341.13 2553.22
C & E Loss (ft) 0.01 Cum SA (acres) 373.80 27.32 508 .37
War ning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections .
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect
INPUT
Description:
Station Elevation Data
Sta Elev Sta
420 230 780
2000 213.4 2100
2416 200.9 2438
2500 214.2 2600
3200 210 3410
Manning's n Values
Sta n Val
420 .085
Bank Sta: Left
2400
Sta
2400
Right
2455
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
RS: 28080
num= 23
El ev Sta Elev Sta
220 1230 210 1370
212 .8 2200 212 .7 2300
203.9 2444 208.5 2455
213 2700 213.7 2800
220 3810 230
num= 3
n Val Sta n Val
.07 2455 .085
Lengths: Left Channel Right
515 825 870
Prof ile #PF 1
216.10
0.03
216 .07
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Elev Sta
206 1490
212.l 2400
212.3 2479
213 .4 2900
Coeff Contr.
.1
Left OB
0.085
825 .00
6515.33
Elev
210
212.8
214 .6
213 .1
Expan .
. 3
Channel
0.070
870.00
569.90
Right OB
0 .085
515.00
2894.68
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
0.000713
12741.00
2370.69
1.28
15.17
477089.l
734.49
200.90
1. 24
0 .71
0.00
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
6515 .33
8307.74
1443.19
1.28
4.51
311084. 7
1443.40
0.20
0.26
1862 .57
361.84
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 27210
INPUT
Description:
Station Elevation
Sta Elev
410 230
1189
1563
1706
1860
2046
2106
2275
2668
210.6
212.2
212.6
212.1
204.3
212.l
213
211.4
Manning's n Values
Sta n Val
410 .085
Data
Sta
708
1227
1642
1708
1870
2056
2134
2310
2977
num=
Elev
222.1
210 .8
212.3
212.3
212 .l
201.7
213. 4
213.2
210
num=
Sta n Val
2034 . 07
45
Sta
922
1288
1652
1819
1947
2063
2144
2392
3222
3
Sta
2106
Elev
217.l
211
210.7
212 .2
211.9
200
213 .4
213.l
215
n Val
.085
Sta
1074
1307
1668
1829
1952
2087
2158
2509
3323
Elev
213. 7
210.7
212.5
212.3
211.9
205.l
213. 3
212.4
216.l
Sta
1178
1435
1691
1847
2034
2094
2231
2626
3690
Bank Sta: Left
2034
Right
2106
Lengths: Left Channel Right
515
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
825 870
Profile #PF 1
215.39
0.07
215.32
0. 001394
12741.00
2250.02
1.63
15.32
341212.7
686.15
200.00
1.58
0.91
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/ sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.085
825.00
3492.73
3492.73
5133.85
1032.49
1. 47
3.38
137487.9
1033.66
0.29
0.43
1767.80
338.40
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 26340
INPUT
Description:
Station Elevation
Sta Elev
400 230
1200 211. l
1400 211 . 7
1600 211.6
1756 211.9
3150 210
Manning's n Values
Data
Sta
800
1300
1500
1668
1800
3570
num=
Elev
220
212 .2
211. 7
213 . 6
212.3
220
num=
27
Sta
1000
1362
1508
1685
1900
3
Elev
215.6
211 .8
211. 9
200 .6
212.9
Sta
1038
1370
1522
1700
2000
Elev
214
208
204.4
199.7
213.2
Sta
1100
1376
1532
1710
2400
569.90
1427 .79
55.00
2.51
10.36
53464.0
61.34
0.41
1.04
333.24
26.54
Elev
211
211 . l
212.5
208.6
213.2
208.4
213. 2
211. 7
225
Expan.
. 3
Channel
0.070
870.00
730.75
730.75
2589.46
72.00
3.54
10.15
69347.4
77.31
0.82
2.92
320.25
25 .27
Elev
211.3
211. 9
211. 5
199.1
210
2894.68
3005.47
872 .49
1.04
3.32
112540. 5
872.78
0.15
0.15
2520.21
497.92
Right OB
0.085
515.00
3589.76
3589.76
5017.70
1145.53
1.40
3.13
134377.4
1145.62
0.27
0 .38
2481. 87
485.99
Sta
400
n Val
.08
Sta
1668
Bank Sta: Left
1668
Right
1756
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
n Val
.065
Sta
1756
n Val
.085
Lengths: Left Channel Right
1283.3 1850 1473.3
Profile #PF 1
214.48
0.07
214.40
0.001260
12741.00
2306.43
1. 62
15.30
358928.6
1529 .37
199 .10
1.83
2.10
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Fl ow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per . (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
.1
Left OB
0 .080
1283.30
1739.52
1739.52
2220.31
639.55
1.28
2.72
62548.7
645.81
0.21
0.27
1718.25
322.56
Expan.
. 3
Channel
0.065
1850 .00
897.42
897.42
3272 .82
88.00
3.65
10.20
92199.0
94.19
0.75
2.73
303.99
23.68
Right OB
0.085
1473.30
5245.79
5245.79
7247.87
1578.88
1. 38
3.32
204180.9
1578.95
0 .26
0.36
2429.64
469.88
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections .
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
400 226.7
1071
1137
1335
1471
1615
1760
1830
2012
2393
2811
211. 7
208.l
209.2
209.4
209.4
210.2
197
210.3
208.9
208.4
Manning's n Val ues
Sta n Val
400 .08
RIVER: Lick Creek Main
RS: 24490
Data
Sta
839
1084
1162
1387
1497
1631
1791
1842
2080
2497
3235
num=
Elev
217.3
209.5
209.4
209.5
209.3
204.4
210 .8
200.4
210.5
208.5
209.2
num=
Sta n Val
1791 .065
53
Sta
910
1092
1168
1420
1505
1642
1807
1871
2110
2501
3607
3
Sta
1871
Elev
215.9
211.1
209
209.4
209.3
209.2
199.3
209.8
210.6
208.5
216.7
n Val
.085
Sta
995
1100
1250
1455
1590
1675
1809
1914
2184
2602
Elev
214.7
210.9
209
209.3
209.3
209.3
198.8
210
210 .3
208 .4
Sta
1058
1129
1278
1464
1607
1716
1820
1975
2289
2706
Bank Sta: Left
1791
Right
1871
Lengths: Left Channel
1283.3 1850
Right
1473.3
Coef f Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Profile #PF 1
212.38
0 .09
212.29
0.001510
12741.00
2330.12
1. 71
15.29
327922 .8
1508.79
197.00
1.92
2.15
0.00
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.080
1283.30
2158.23
2158.23
3190.96
732.80
1.48
2.95
82127 .7
735.98
0.28
0. 41
1660.83
302.35
Elev
212.3
210.3
208.9
207
209.3
209 .4
197.8
210.l
209.6
208 .5
Expan.
. 3
Channel
0.065
1850.00
816.78
816.78
3258.56
80.00
3.99
10.21
83867 .6
85.80
0.90
3.58
267.59
20 .11
Right OB
0.085
1473.30
4492.43
4492.43
6291.47
1517.31
1.40
2.96
161927.4
1517.35
0.28
0.39
2264.96
417.52
Warning: The energy loss was greater than 1.0 ft (0 .3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 22640
INPUT
Description:
Station Elevation
Sta Elev
400 223.3
1131 208 .3
1202
1417
1565
1723
1880
1949
2123
2497
2905
203.6
206.7
206 .8
207
207.7
195
207.7
206.9
206.9
Manning's n Values
Sta n Val
400 .07
Data
Sta
878
1145
1230
1475
1594
1740
1914
1960
2190
2599
3321
Sta
1914
Bank Sta: Left
1914
Right
1985
CROSS SECTION OUTPUT
E.G. Elev (f t)
Vel Head (ft)
w.s. Elev (ft)
Crit W.S . (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s}
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Al pha
Frctn Loss (ft)
c & E Loss (ft)
num=
Elev
214.5
204.4
207.3
206.8
206.8
204.5
208
197.9
207.8
206.9
208.5
num=
n Val
.06
53
Sta
955
1153
1236
1510
1602
1752
1928
1985
2219
2602
3723
3
Sta
1985
Elev
213.2
207.9
207.2
206.7
206.8
206.9
198.l
207.6
208
206 .9
213.3
n Val
.07
Sta
104 7
1162
1325
1549
1695
1787
1931
2027
2292
2701
Elev
212.5
207.9
206.9
206.8
206.8
207
197.1
207.6
208
206.7
Sta
1116
1194
1355
1558
1713
1833
1941
2088
2394
2803
Lengths: Left Channel Right
1473.3
Coeff Contr.
.1 1283.3 1850
Profile #PF 1
210 .23
0.09
210.14
0.001349
12741 .00
2363.45
1.80
15.14
346955.8
1485.86
195.00
1.75
2.46
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.070
1283 .30
2600.57
2600 .57
4367.85
819. 11
1.68
3.17
118942. 8
822.26
0.27
0.45
1590.73
279.49
Elev
209.l
207.7
206.8
205.6
206.9
207 .2
195.9
207.6
207.4
207.l
Expan.
.3
Channel
0.060
1850.00
726.14
726 .14
2957.33
71. 00
4.07
10.23
80532.3
76.62
0.80
3.25
234.83
16.90
Right OB
0.070
1473.30
3736.17
3736.17
5415.82
1473 .35
1.45
2.54
147480.7
1473.37
0.21
0 .31
2125.80
366.95
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Station Elevation
Sta Elev
400 220
1214 204.7
1500 204 .2
2000 205.2
2100 205 .5
2600 204 .9
3800 210
Manning's n Values
Sta n Val
400 .07
RIVER: Lick Creek Main
RS: 20790
Data
Sta
1000
1258
1600
2037
2200
2700
Sta
2037
num=
Elev
210.5
205.2
204 .l
205.2
205
205 .4
num=
n Val
.06
31
Sta
1100
1267
1700
2052
2300
2800
3
Sta
2100
Elev
210.3
199.1
204.4
195.5
205.2
205.l
n Val
.07
Sta
1190
1297
1800
2069
2400
2900
El ev
204.9
205.2
204.4
192.9
205.7
205.6
Sta
1205
1400
1900
2078
2500
3000
Elev
199.3
204 .8
204.7
195.5
205.2
205.3
Bank Sta: Left
2037
Right
2100
CROSS SECTION OUTPUT
E.G . Elev (ft)
Vel Head (ft)
W.S . Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft )
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
Lengths: Left Channel Right
575 575 605
Profile #PF 1
207 .77
0.13
207 .64
206 .37
0.002071
12730.00
2254 .09
2.12
14.74
279728.9
581.19
192 .90
1. 83
1.10
0.01
El ement
Wt. n-Val.
Reach Len . (ft)
Flow Area (sq ft)
Area (sq ft )
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Coeff Contr.
.1
Left OB
0.070
575.00
2795.69
2795.69
5759.22
892.68
2.06
3.13
126553 .l
897.76
0 .40
0.83
1511 . 25
254.27
Expan.
.3
Channel
0.060
605.00
615.91
615.91
2998.74
63.00
4.87
9.78
65894.3
68.59
1.16
5.65
206.33
14.06
Right OB
0.070
575 .00
2592.88
2592 .88
3972 .04
1298.41
1 .53
2 .00
87281.6
1298.43
0.26
0.40
2018.77
320.07
Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross
section. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 20185
INPUT
Description:
Station Elevation
Sta Elev
540 220
1238 206.6
1538 203.4
1785 203.l
2048 203.7
2285
2457
2500
2840
3066
3519
203.8
196.8
204.l
203.9
203.5
205.6
Manning's n Values
Sta n Val
540 .07
Data
Sta
636
1354
1548
1819
2052
2312
2460
2590
2850
3127
3933
num=
Elev
214 .3
206.3
200.4
202.9
203.7
204.2
195.8
203.2
203.9
203.6
208.7
num=
Sta n Val
2444 . 055
53
Sta
821
1459
1583
1873
2136
2399
2470
2613
2948
3179
4425
3
Sta
2500
Elev
212.l
203 .4
203.4
202 .7
203.3
204 .l
194.6
203.2
203.7
204
215
n Val
.07
Sta
864
1476
1698
1936
2168
2401
2478
2726
2953
3293
Elev
210.8
200.6
203
202.7
203 .2
204.l
194
203.5
203.7
204 .4
Sta
908
1487
1703
1961
2224
2444
2484
2769
3037
3406
Bank Sta: Left
2444
Right
2500
Lengths: Left Channel Right
575
Coeff Contr.
.l
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (f t)
Vel Total (ft/s)
Max Chl Dpth (ft )
Conv. Total (cfs )
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
575 605
Profile #PF 1
206.66
0 .09
206.56
0.001731
12730.00
2395 .85
1.91
12.56
305928 .6
578.86
194.00
1. 67
0.49
0.02
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s )
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.070
575.00
3504.05
3504.05
6346 .89
1192 .10
1.81
2. 94
152529.0
1193. 28
0.32
0.57
1469.67
240 .51
Elev
209 .5
203 .3
203
202 .7
203
203.8
196.4
203.6
203 .6
205.2
Expan.
.3
Channel
0 .055
605 .00
4 93. 19
493.19
2252.18
56.00
4.57
8.81
54124 .7
60.24
0.88
4. 04
198 .62
13.23
Right OB
0.070
575.00
2666.28
2666 .28
4130 .93
1147.75
1.55
2.32
99274.9
1147. 76
0.25
0.39
1984.06
303.93
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is l ess
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 19580
INPUT
Description:
Station Elevation
Sta Elev
680 220
2000 201 .l
2500
2865
3200
4500
202.2
196.4
201 .9
210
Data
Sta
790
2100
2600
2879
3300
5030
Manning's n Values
Sta n Val
680 .07
Sta
2851
Bank Sta: Left
2851
Right
2900
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs )
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs )
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
num:
Elev
210
201.8
201.5
195.3
202.l
220
num:
n Val
.055
27
Sta
1000
2200
2700
2887
3400
3
Sta
2900
Elev
208
201. 2
203 .6
195.l
202 .l
n Val
.07
Sta
1050
2300
2800
2900
3500
El ev
206
201.3
203
202.6
202.2
Sta
1100
2400
2851
3000
3600
Lengths: Left Channel Right
1300
Coeff Contr.
.1 1650 1650
Profile #PF 1
206.14
0.03
206.12
0.000507
12730.00
3010.70
1.16
11. 02
565086.3
1534.91
195 .10
1 .20
0 .55
0 .00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cf s)
Top Width (ft)
Avg . Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s )
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.070
1650.00
6661.06
6661 .06
7609.40
1803.95
1.14
3 .69
337782 .3
1804 .05
0.12
0 .13
1402 .58
220.74
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 17930
INPUT
Description:
Station Elevation
Sta Elev
840 214.8
1116
1600
1973
2207
2458
2486
2759
3021
3440
3907
202.3
199.8
199.4
200.l
199
1 93.5
200.3
200.4
202.7
206.7
Manning's n Values
Sta n Val
840 . 07
Data
Sta
922
1144
1752
2047
2271
2467
2497
2846
3089
3556
4024
Sta
2458
Bank Sta: Left
2458
Right
2497
CROSS SECTION OUTPUT
num:
Elev
208.2
201.3
199.6
199.4
199.8
194.3
200.5
200.2
200.5
204
208.2
num:
n Val
.055
55
Sta
927
1153
1824
2055
2345
2472
2584
2855
3108
3673
4141
3
Sta
2497
Elev
208.1
201
199.4
199.5
200.7
193.l
199.7
200.2
200.5
204.5
210.5
n Val
.07
Lengths : Left Channel
1650 1650
Profile #PF 1
Sta
992
1296
1898
2122
2359
2477
2621
2934
3206
3790
4258
Right
1300
Elev
205.2
200.5
199.7
200.5
200.6
192.6
199.7
200.3
201 .3
205 .7
212.6
Sta
1078
1448
1903
2196
2420
2482
2738
2972
3323
3895
4375
Coeff Contr.
.l
Elev
204
203.l
202 .4
201. 3
202 .1
Expan.
.3
Channel
0.055
1650.00
419.63
419.63
1023.79
49.00
2.44
8 .56
45446.0
52.29
0.25
0.62
192 .29
12.50
Elev
203.7
201.l
199 .6
200.2
199 .8
192.2
200 .3
200.3
202.5
206.6
214.7
Expan.
.3
Right OB
0.070
1300. 00
3847.26
3847.26
4096.81
1157.75
l. 06
3.32
181858.0
1157.78
0.11
0.11
1941.07
288. 71
E.G. Elev (ft)
Vel Head (ft )
W.S. Elev (ft)
Cr it W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cf s)
Top Width (ft )
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH : Fema X-sect
INPUT
Descr iption:
205.59
0.02
205.58
0.000265
12730.00
2794.31
0.99
13.38
782698.2
1519.56
192.20
1.16
0 .31
0 .00
El ement
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft )
Flow (cfs)
Top Width (ft)
Avg. Vel . (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb /sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS: 16280
Left OB
0.070
1650 .00
7480.04
7480.04
7624.34
1474.42
1. 02
5.07
468778.8
1474.53
0.08
0 .09
1134. 75
158.65
Station Elevation Data num= 33
Sta Elev
1000 209.7
1400 199. 4
1900 198 .2
2081
2500
3000
3500
190.2
198.5
201.3
205.9
Manning's n Values
Sta n Val
1000 .07
Sta
1057
1500
2000
2094
2600
3100
3600
Elev
206.3
197.5
197.8
198 .4
198.8
201. 2
207.7
num=
Sta n Val
2065 .055
Sta
1100
1600
2065
2200
2700
3200
3700
3
Sta
2094
Elev
201.3
197.8
195.7
198
199.5
202.5
209.4
n Val
.07
Sta
1200
1700
2072
2300
2800
3300
El ev
198.l
197.5
190.4
198.8
200 .8
203 .2
Sta
1300
1800
2077
2400
2900
3400
Bank Sta: Left
2065
Right
2094
Lengths: Left Channel
482.5 500
Right
485
Coeff Contr.
.1
CROSS SECTION OUTPUT
E.G. Elev (ft )
Vel Head (ft )
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft )
Alpha
Frctn Loss (ft)
C & E Loss (ft)
CROSS SECTION
REACH: Fema X-sect
INPUT
Description:
Profile #PF 1
205.29
0.01
205.27
0.000158
12730.00
2405.63
0.90
16.07
1011354 . 9
484.75
189.20
1.12
0.06
0.00
Element
Wt. n-Val .
Reach Len. (ft )
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs )
Wetted Per. (ft)
Shear (lb/sq ft )
Stream Power (lb/ft s)
Cum Vol ume (acre-ft)
Cum SA (acres)
RIVER: Lick Creek Main
RS : 15780
Left OB
0.070
482.50
7031.79
7031.79
6898.25
999.16
0.98
7.04
548042.5
999.51
0.07
0.07
859 .91
111. 80
Station Elevation Data num=
Elev
36
Sta Elev
1000 209.8
1446 200.2
1846 197 .9
2200 189.6
2463 197.l
3017 199.9
Sta
1064
1558
1893
2200
2574
3127
207
198.3
197.6
188.l
197
199.6
Sta
1112
1610
2005
2214
2685
3238
Elev
203
198.2
197.4
189.2
197 .4
200.8
Sta
1223
1670
2116
2236
2795
3314
Elev
200.2
198.3
196.3
196.3
197.9
200 .9
Sta
1335
1781
2189
2353
2906
3349
Channel
0.055
1650.00
414.45
414 .45
830.21
39.00
2.00
10.63
51045.0
42.58
0.16
0.32
176.49
10.83
Elev
197.7
197.6
189 .2
198.3
200
203.7
Expan.
. 3
Channel
0 .055
500 .00
367.84
367.84
619.01
29.00
1. 68
12 .68
49178 .6
33.42
0 .11
0.18
161.67
9.55
Elev
199.4
197.9
194.3
196.3
198.7
201
Right OB
0.070
1300.00
4997 .11
4997. 11
4275.46
1280.89
0.86
3 .90
262874 .4
1280.92
0.06
0.06
1809.10
252.32
Right OB
0.070
485.00
6757.49
6757.49
5212 .73
1377.46
0.77
4.91
414133.8
1377.52
0.05
0.04
1633 .69
212.65
3459 202.4 3570 203 .3 3681 204.1 3791 206.l 3902 207 .9
4013 209.6
Manning 's n Val ues num= 3
Sta n Val Sta n Val Sta n Va l
1000 .065 2189 .05 2236 .065
Bank Sta: Left Right Lengths: Lef t Channel Right Coef f Contr. Expan .
2189 2236 482.5 500 485 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft ) 205.23 El ement Left OB Channel Right OB
Vel Head (ft ) 0.01 Wt. n-Val. 0.065 0.050 0.065 w.s. Elev (f t) 205.22 Reach Len. (ft) 482.50 500.00 485.00
Crit W.S. (f t) Fl ow Area (sq ft) 7219.46 652.08 8523.09
E.G. Sl ope (f t /ft ) 0.000096 Area (sq ft) 7219.46 652 .08 8523.09
Q Total (cfs) 12730.00 Flow (cfs) 5642.03 1040.87 6047.11
Top Width (f t) 2656.94 Top Width (ft) 1103. 59 47.00 1506 .35
Vel Total (f t/s) 0.78 Avg. Vel. (ft/s) 0.78 1. 60 0. 71
Max Chl Dpth (ft) 17.12 Hydr. Depth (ft) 6 .54 13.87 5 .66
Conv. Total (cfs) 1302358.9 Conv . (cfs) 577214.8 106487.0 618657.1
Length Wtd. (ft) 485 .45 Wetted Per . (ft) 1103.77 50.62 1506.40
Min Ch El (f t) 188.10 Shear (lb/sq ft) 0.04 0.08 0.03
Alpha 1.19 Stream Power (lb/ft s) 0.03 0.12 0.02
Frctn Loss (ft) 0.04 Cum Volume (acre-ft) 780.98 155 .82 1548.63
C & E Loss (f t) 0.00 Cum SA (acres) 100.15 9.11 196.60
CROSS SECTION RI VER: Lick Creek Main
REACH: Fema X-sect RS: 15280
INPUT
Description:
Station Elevation Data num= 36
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 209.9 1070 207.6 1123 204 .7 1246 202.2 1370 201.1
1493 201 1616 199.2 1673 198.8 1739 198.8 1863 198 .4
1934 198.3 1986 197.7 2109 196.5 2232 194. 9 2313 192.8
2328 188.7 2339 187.1 2348 188.2 2377 194.2 2506 194 . 5
2627 195.5 2748 195.7 2869 198 .3 2991 197 3112 197.9
3233 199 3355 199.1 3476 200.3 3559 200 .6 3597 200.8
3719 202.3 3840 203.4 3961 204.5 4082 206 .4 4204 208.1
4325 209.7
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .065 2313 .05 2377 .065
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
2313 2377 482.5 500 485 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 205.19 El ement Left OB Channel Right OB
Vel Head (ft) 0.01 Wt . n -Val. 0.065 0.050 0 .065
w.s. Elev (ft ) 205.18 Reach Len. (f t) 482.50 500.00 485.00
Crit W.S. (ft ) Flow Area (sq ft) 7307 .76 969 .57 10304.38
E.G. Slope (ft/ft ) 0.000069 Area (sq ft) 7307 .76 969.57 10304 .38
Q Total (cf s) 12730.00 Flow (cfs) 4614.94 1440 .31 6674.75
Top Width (f t) 2889.88 Top Width (ft) 1198. 73 64.00 1627.15
Ve l Total (f t/s) 0.69 Avg. Vel . (ft/s) 0.63 1.49 0.65
Max Chl Dpth (ft) 18.08 Hydr. Depth (ft) 6.10 15.15 6.33
Conv. Total (cfs) 1537724.1 Conv. (cfs) 557463.3 173982.1 806278.6
Length Wtd. (ft) 486 .04 Wetted Per. (ft) 1198. 83 65 .35 1627.23
Min Ch El (ft ) 187.10 Shear (lb/sq ft) 0.03 0.06 0.03
Alpha 1. 31 Stream Power (lb/ft s) 0.02 0.09 0.02
Frctn Loss (ft) 0.03 Cum Volume (acr e-ft) 700.52 146.51 1443.81
C & E Loss (ft) 0.00 Cum SA (acres) 87.40 8 .47 179.16
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 14780
INPUT
Description:
Station Elevat ion Data num= 36
Sta Elev Sta Elev Sta Elev Sta El ev Sta Elev
1000 209.9 1077 208.3 1135 206.3 1270 204.3 1405 202.8
1539 201.9 1674 200 1737 199.4 1809 199.3 1944 198.8
2022 198 .6 2079 197.7 2214 195.7 2349 193.4 2436 191.4
2456 187.9 2469 186.1 2481 187.2 2519 192.l 2658 192.8
2790 193.8 2922 194.4 3054 195.2 3186 196.l 3318 197
3450 198 .l 3582 198.7 3714 199.8 3805 200.3 3846 200 .7
3978 202.2 4110 203.5 4242 204.9 4374 206.6 4500 208.2
4638 209 .9
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .065 2436 .05 2519 .065
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
2436 2519 482.5 500 485 .1 .3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 205.16 Element Left OB Channel Right OB
Vel Head (ft) 0.01 Wt. n-Val. 0.065 0.050 0 .065
w.s . Elev (ft) 205.15 Reach Len. (ft) 482.50 500.00 485.00
Crit W.S. (ft) Flow Area (sq ft) 7353.53 1357.18 12795.90
E.G. Slope (ft/ft) 0.000044 Area (sq ft) 7353.53 1357.18 12795.90
Q Total (cfs) 12730.00 Flow (cfs) 3686.16 1 712. 86 7330.98
Top Width (ft) 3049.19 Top Width (ft) 1223.56 83.00 1742.63
Vel Total (ft/s) 0.59 Avg . Vel. (ft/s) 0.50 1.26 0.57
Max Chl Dpth (ft) 19.05 Hydr. Depth (ft) 6 .01 16.35 7.34
Conv. Total (cfs) 1918910.8 Conv. (cfs) 555648 .7 258196.0 1105066 .1
Length Wtd. (ft) 486 .44 Wetted Per. (ft) 1223.66 83.79 1742.68
Min Ch El (ft) 186 .10 Shear (lb/sq ft) 0 .02 0.04 0.02
Alpha 1.36 Stream Power (lb/ft s) 0 .01 0.06 0.01
Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 619 .32 133 .16 1315. 21
C & E Loss (ft) 0.00 Cum SA (acres) 73.99 7.63 160.40
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 14280
INPUT
Description:
Station Elevation Data num= 8
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1000 210 1800 200 2110 199 2560 190 2600 185
2660 190 4050 200 4950 210
Manning 's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .065 2560 .05 2660 .065
Bank Sta: Left Right Lengths : Left Channel Right Coef f Contr. Expan.
2560 2660 300 375 450 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 205.14 El ement Left OB Channel Right OB
Vel Head (ft) 0.01 Wt. n-Val. 0.065 0.050 0.065
w.s. Elev (ft) 205.14 Reach Len. (ft) 300.00 375.00 450.00
Crit W.S. (ft) Flow Area (sq ft) 7589.59 1763.69 15277 .80
E.G. Slope (ft/ft) 0.000029 Area (sq ft) 7589.59 1763.69 15277.80
Q Total (cfs) 12730.00 Flow (cfs) 3222.15 1890.84 7617.02
Top Width (ft) 3123.28 Top Width (ft) 1170. 95 100.00 1852.32
Vel Total (ft/s) 0.52 Avg. Vel. (ft/s ) 0.42 1.07 0.50
Max Chl Dpth (ft) 20 .14 Hydr. Depth (ft) 6.48 17.64 8.25
Conv . Total (cfs) 2382713.5 Conv. (cfs) 603098.9 353913.7 1425701.0
Length Wtd. (ft) 417.84 Wetted Per. (ft) 1171.08 100.52 1852.39
Min Ch El (ft) 185 .00 Shear (lb/sq ft) 0.01 0.03 0.01
Alpha 1 .37 Stream Power (lb/ft s) 0.00 0.03 0.01
Frctn Loss (ft) 0.02 Cum Volume (acre-ft) 536 .56 115. 25 1158. 93
C & E Loss (ft ) 0.00 Cum SA (acres) 60.73 6.58 140. 38
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 13905
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 206.l 1100 201 .4 1200 196 .7 1239 194.6 1300 194.8
1335 199 1335 188.9 1335.7 187.l 1336. 1 186.3 1337.4 185.7
1339 185.4 1340.6 185.7 1341. 9 186 .3 1342. 3 187.l 1343 188.9
1343 199 1400 198.l 1500 191.8 1600 191.4 1700 191.6
1810 191 .9 1900 192.5 2000 193 .l 2100 193.4 2200 193
2300 194.3 2400 194.8 2500 194.4 2600 200.l 4300 210
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1335 .OS 1343 .06
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1335 1343 1 1 1 . 3 .3
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1335 198.6 1343 4300 195.4
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (f t) 205 .13 Element Left OB Channel Right OB
Vel Head (ft) 0 .01 Wt. n-Val. 0.060 0.050 0.060
w.s. Elev (ft) 205.12 Reach Len. (ft) 1. 00 1. 00 1. 00
Crit W.S. (ft) 195.41 Flow Area (sq ft) 2046.81 151.04 16556.26
E.G. Slope (ft/ft) 0 .000050 Area (sq ft) 2046 .81 151.04 16556.26
Q Total (cfs) 12730.00 Flow (cfs) 1246 .78 89.20 11394 . 02
Top Width (ft) 2441 .13 Top Width (ft) 314.14 8.00 2118. 99
Vel Total (ft/s) 0.68 Avg. Vel. (ft/s) 0.61 0.59 0.69
Max Chl Dpth (ft) 19.72 Hydr. Depth (ft) 6.52 18.88 7.81
Conv. Total (cfs) 1803539.l Conv. (cfs) 176639.1 12637.7 1614262.3
Length Wtd. (ft ) 1. 00 Wetted Per. (ft) 314.65 31.97 2119.39
Min Ch El (ft) 185.40 Shear (lb/sq ft) 0.02 0.01 0.02
Alpha 1. 00 Stream Power (l b /ft s) 0.01 0.01 0.02
Frctn Loss (ft) 0.00 Cum Volume (acre-ft) 503.38 107.01 994.49
C & E Loss (ft) 0.00 Cum SA (acres) 55.61 6 .11 119. 87
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4 . This may indicate the need for additional cross sections.
Warning: The parabolic search method failed to converge on critical depth . The program will try
the
cross section slice/secant method to find critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the
lowest, valid,
water surface was used.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 13904
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 206.l 1100 201. 4 1200 196.7 1239 198.6 1300 198.8
1335 199 1335 189 1335. 7 188 1336. 1 187.2 1337.4 186.6
1339 186.3 1340. 6 186 .6 1341.9 187 1342. 3 188 1343 189.8
1343 199 1400 198.1 1500 195 .8 1600 195.4 1700 195 .6
1800 195.9 1900 196.5 2000 197.1 2100 198.4 2200 197.9
2300 197.3
Manning's n Values
Sta n Val
1000 .025
2400
Sta
1339
Bank Sta: Left
1339
Right
1400
CROSS SECTION OUTPUT
E .G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
198.8
num=
n Val
.02
2500
3
Sta
1400
198.4
n Val
.025
2600
Lengths: Left Channel Right
47
Profile #PF 1
205.13
0.01
205 .11
198.43
0.000024
12730 .00
2439.59
47 47
El ement
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
200 .l 4300
Coeff Contr.
.3
Left OB
0.025
47 .00
1724.47
1724.47
1498.87
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
C & E Loss (ft)
0.92
18 .81
2624644.8
47 .00
186.30
1. 01
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
317.98
0.87
5.42
309033.l
329.39
0.01
0 .01
503.34
55.60
CULVERT
REACH: Fema X-sect
INPUT
Description: Bridge #1
RIVER: Lick Creek Main
RS: 13880 .5
Distance from Upstream XS 0
Deck/Roadway Width 47
Weir Coefficient 2.6
Bridge Deck/Roadway Skew
Upstream Deck/Roadway Coordinates
num= 28
Sta Hi Cord Lo Cord
1000 206 .l
Sta Hi Cord Lo Cord
1100 201. 4
Sta Hi Cord Lo Cord
1200 196.7
1239 198.6
1335.7
1339
1342. 3
1500
1800
2100
2400
199
199
199
195.8
195.9
197.4
198.8
4300 210
1300 198. 8
1336.l
1340.6
1343
1600
1900
2200
2500
199
199
199
195.4
196 . 5
197.9
199.4
Upstream Bridge Cross Section Data
Station Elevation Data num= 30
Sta
1200
1335.7
Sta Elev Sta Elev
1000 206.l 1100 201.4
1335 199 1335 189
1339
1343
1800
2300
186.3 1340.6
199 1400
195.9 1900
197.3 2400
Manning's n Val ues
Sta n Val Sta
1339 1000 .025
Bank Sta: Lef t
1339
Right
1400
186. 6 1341. 9
198.1 1500
196.5 2000
198.8 2500
num=
n Val
.02
3
Sta
1400
Coeff Contr.
.3
Downstream Deck/Roadway Coordinates
num= 28
1335 199
Elev
196.7
188
1337.4
1341. 9
1400
1700
2000
2300
2600
Sta
1239
1336.l
187 1342.3
195. 8 1600
197.1 2100
198.4 2600
n Val
.025
Expan.
.3
199
199
198.l
195.6
197.l
198.3
200.1
Elev
198.6
187.2
188
195.4
198.4
200.l
Sta
1300
1337.4
1343
1700
2200
4300
Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord
210
Expan.
.3
Channel
0.020
47.00
446.08
446.08
541.22
61.00
1. 21
7.31
111588 . 2
72.20
0.01
0.01
107.00
6 .11
Elev
198.8
186.6
189.8
195.6
197.9
210
Right OB
0.025
47.00
11670. 86
11670. 86
10689.91
2060.62
0 .92
5.66
2204023.5
2060 .70
0 .01
0.01
994.17
119 .82
1000 206.l 1100 201
1239 198.6 1300 198 .8
1335.7 199 1336. 1 199
1339 199 1340.6 199
1342.3 199 1343 199
1500 195.8 1600 195.4
1800 195.9 1900 196.5
2100 197.4 2200 197.9
2400 198.8 2500 199.4
4300 210
Downstream Bridge Cross Section Data
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev
1000 206 .l 1100 201.4 1200 196.7
1335 199 1335 188.9 1335 . 7 187.l
1339 185.4 1340.6 185.7 1341.9 186.3
1343 199 1400 198.l 1500 195.8
1800 195.9 1900 196.5 2000 197.l
2300 197.3 2400 198.8 2500 198.4
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .025 1335 .02 1343 .025
Bank Sta: Left Right Coeff Contr. Expan.
1335 1343
Upstream Embankment side slope
Downstream Embankment side slope
.3
Maximum allowable submergence for weir flow
Elevation at which weir flow begins
Energy head used in spillway design
Spillway height used in design
. 3
1200 196.7
1335 199
1337.4 199
1341.9 199
1400 198 .1
1700 195.6
2000 197 .l
2300 198 .3
2600 200.1
Sta Elev Sta Elev
1239 198 .6 1300 198.8
1336 .1 186 1337.4 185.7
1342.3 187 .l 1343 188.9
1600 195 .4 1700 195 .6
2100 198 .4 2200 197.9
2600 200.l 4300 210
0 horiz. to 1.0 vertical
0 horiz. to 1.0 vertical
.95
Weir crest shape Broad Crested
Number of Culverts 1
Culvert Name Shape
Rock Pra Circular
Rise
8
Span
Metal Pipe Cul vert
conform to s l ope
U.S. EG
FHWA Chart # 2 -Corrugated
FHWA Scale # 2 -Mitered to
Solution Criteria = Highest
Culvert Upstrm Dist Length
0 47
n Value
.022
Entrance Loss Coef
. 6
Exit Loss Coef
1
Upstream Elevation 186.3
Centerline Station 1339
Downstream Elevation = 185 .4
Centerline Station 1339
CULVERT OUTPUT Profile #PF 1
Cul vert ID : Rock Pra
Culv Q (cfs) 0.84 Culv Vel In (ft/s) 0.02
# Barrels 1 Culv Vel Out (ft/s) 0.02
Q Barrel (cfs) 0.84 Culv Inv El Up (ft) 186.30
E.G. us . (ft) 205.13 Culv Inv El Dn (ft) 185.40
w.s. us. (ft ) 205 .11 Culv Frctn Ls (ft) 0.00
Delta EG (ft ) 0.00 Culv Ext Lss (ft)
Delta ws (ft ) 0.00 Culv Ent Lss (ft) 0.00
E.G. I C (ft) 205.14 Q Weir (cfs) 14262.53
E.G. oc (ft) 205.13 Weir Sta Lft (ft) 1020.74
Culvert Control Outlet Weir Sta Rgt (ft) 3462.90
Culv WS In (ft) 194.30 Weir Submerg 1. 00
Culv ws Out (ft) 193.40 Weir Max Depth (ft) 9.73
Culv Nml Depth (ft) Weir Avg Depth (ft) 5 .56
Culv Crt Depth (ft) 0.22 Wr Flw Area (sq ft) 13578.56
Culv Ful Lngh (ft) 47 .00 Min Top Rd (ft) 195.40
Warning: During subcritical analysis, while trying to calculate culvert and weir flow, the
program could
not get a balance of energy within the specified tolerance and number of trials . The
program
used the solution with the minimum error.
Warning: The weir over culvert is submerged.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect
INPUT
Description:
Station Elevation Data
Sta Elev Sta
1000 206 .l 1100
1335 199 1335
1339 185 .4 1340.6
1343 199
1800 195.9
2300 197.3
Manning's n Values
Sta n Val
1000 .025
1400
1900
2400
Sta
1335
Bank Sta: Left
1335
Right
1343
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
w.s. Elev (ft)
Cri t W. S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Al pha
Frctn Loss (ft)
c & E Loss (ft)
RS: 13857
num=
Elev
201.4
188 .9
185.7
198.1
196.5
198.8
num=
n Val
.02
30
Sta
1200
1335.7
1341. 9
1500
2000
2500
3
Sta
1343
Elev
196 . 7
187 .1
186.3
195.8
197.l
198 .4
n Val
.025
Sta Elev Sta
1239 198.6 1300
1336 .1 186 1337.4
1342 . 3 187.l 1343
1600 195.4 1700
2100 198.4 2200
2600 200.1 4300
Lengths: Left Channel
1 1
Right
1
Coeff Contr.
.3
Profile #PF 1
205.13
0.01
205.11
0.000024
12730.00
2439.63
0.92
19 .71
2609744.3
l. 00
185 .40
l. 00
0.00
0.00
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs )
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft )
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.025
l. 00
1652.36
1652.36
1448.66
313.98
0.88
5.26
296986.4
314.22
0.01
0.01
501.51
55.26
Elev
198.8
185.7
188.9
195.6
197.9
210
Expan.
.3
Channel
0.020
l. 00
151.23
151.23
153.87
8.00
l. 02
18 .90
31544.3
32.15
0.01
0.01
106.68
6.08
Right OB
0 .025
l. 00
12045.24
12045.24
11127 .47
2117.65
0.92
5.69
2281213.5
2117.74
0.01
0.01
981. 38
117. 57
Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4. This may indicate the need for additional cross sections .
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 13856
INPUT
Description:
Station Elevation Data num= 30
Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev
1000 206.l 1100 201 1200 196.7 1239 194.6 1300 194
1335 199 1335 188 .9 1335.7 187.l 1336.1 186 .3 1337.4 185.7
1339 185.4 1340.6 185.7 1341.9 186.3 1342. 3 187.l 1343 188.9
1343 199 1400 198.l 1500 191.8 1600 191 .4 1700 191.6
1800 191. 9 1900 192.5 2000 193 .l 2100 193 .4 2200 193.9
2300 194.3 2400 194.8 2500 194.4 2600 200.l 4300 210
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .06 1335 .05 1343 .06
Bank Sta: Left Right Lengths: Left Channel Right Coef f Contr. Expan.
1335 1343 100 976 100 . 3 . 3
Ineffective Flow num= 2
Sta L Sta R Elev Sta L Sta R Elev
1000 1335 190.5 1343 4300 195.4
CROSS SECTION OUTPUT Profile #PF 1
E .G. Elev (ft) 205.12 Element Left OB Channel Right OB
Vel Head (ft) 0.01 Wt . n-Val . 0.060 0 .050 0.060
w.s. Elev (ft) 205.12 Reach Len. (ft) 100.00 976.00 100 .00
Crit W.S. (ft) 195.41 Flow Area (sq ft) 2123.24 151.01 16453.94
E.G. Slope (ft/ft) 0.000050 Area (sq ft) 2123 .24 151.01 16453.94
Q Total (cfs) 12730.00 Flow (cfs) 1324. 93 89. 46 11315. 61
Top Width (ft) 2442.06 Top Width (ft) 315.71 8.00 2118. 35
Vel Total (ft/s) 0.68 Avg. Vel. (ft/s) 0.62 0.59 0.69
Max Chl Dpth (ft) 19.72 Hydr. Depth (ft) 6.73 18.88 7.77
Conv. Total (cfs) 1797732 .4 Conv. (cfs) 187107.4 12633.6 1597991. 4
Length Wtd. (ft) 159.24 Wetted Per. (ft) 316.32 31.97 2118. 75
Min Ch El (ft) 185.40 Shear (lb/sq ft) 0.02 0.01 0 .02
Alpha 1. 00 Stream Power (lb/ft s) 0.01 0.01 0.02
Frctn Loss (ft) 0 .01 Cum Volume (acre-ft) 501.47 106.67 981.05
C & E Loss (ft) 0.00 Cum SA (acres) 55.26 6.08 11 7. 52
Warning: The parabolic search method fai l ed to converge on critical depth. The program will try
the
cross section slice/secant method to find critical depth.
CROSS SECTION RIVER: Lick Creek Main
REACH: Fema X-sect RS: 12880
INPUT
Description:
Station Elevation Data num= 24
Sta El ev Sta Elev Sta Elev Sta Elev Sta Elev
1000 203.6 1100 199.4 1200 199 1243 199.7 1300 198.5
1400 195.4 1500 193.6 1600 194.8 1700 195.4 1800 195.3
1900 194.5 1929 192.7 1940 184.9 1951 181.9 1962 183.5
1971 194.6 2000 195.9 2100 194.7 2200 195.5 2300 196
2400 197.3 2500 197.8 2600 197.9 4320 210
Manning's n Values num= 3
Sta n Val Sta n Val Sta n Val
1000 .065 1900 .05 1971 .065
Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan.
1900 1971 1550 2065 1250 .1 . 3
CROSS SECTION OUTPUT Profile #PF 1
E.G. Elev (ft) 205.11 Element Left OB Channel Right OB
Vel Head (ft) 0.01 Wt. n-Val. 0.065 0.050 0.065
w.s. Elev (ft) 205.10 Reach Len. (ft) 1550.00 2065.00 1250.00
Crit W.S. (ft) Flow Area (sq ft) 7501 .87 1142.56 9214.95
E .G. Slope (ft/ft) 0.000066 Area (sq ft) 7501.87 1142. 56 9214.95
Q Total (cfs) 12730.00 Flow (cfs) 5718. 77 1632.19 5379.04
Top Width (ft) 2623.88 Top Width (ft) 900.00 71. 00 1652 .88
Vel Total (ft/s) 0.71 Avg. Vel. (ft/s) 0.76 1. 43 0.58
Max Chl Dpth (ft) 23.20 Hydr. Depth (ft) 8.34 16.09 5.58
Conv. Total (cfs) 1567422.0 Conv. (cfs) 704141.9 200969.1 662311.0
Length Wtd . (ft) 1447.93 Wetted Per. (ft) 901.69 79.35 1652.96
Min Ch El (ft) 181.90 Shear (lb/sq ft) 0.03 0.06 0.02
Alpha 1.31 Stream Power (lb/ft s) 0.03 0.08 0.01
Frctn Loss (ft) 0.07 Cum Volume (acre-ft) 490.42 92.18 951.58
C & E Loss (ft) 0.00 Cum SA (acres) 53.86 5.19 113. 19
Warning: The cross-section end points had to be extended vertically for the computed water
surface.
CROSS SECTION
REACH: Fema X-sect
INPUT
RIVER: Lick Creek Main
RS: 10815
Description :
Station Elevation Data
Sta El ev
1000 204.5
1246
1491
1637
1778
1814
2023
2214
2388
2856
3408
3960
196.5
193 .3
193 .3
187.9
193
193.2
193.4
192 .2
197 .l
199.9
203.8
Manning's n Val ues
Sta n Val
1000 . 07
Sta
1084
1253
1506
1675
1785
1840
2083
2232
2414
2966
3518
Sta
1759
Bank Sta: Left
1759
Right
1814
CROSS SECTION OUTPUT
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E.G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Mi n Ch El (ft)
Al pha
Frctn Loss (ft)
C & E Loss (ft)
num=
Elev
200.8
196.4
193.4
193.5
183.8
193 . 9
193 .3
191.5
194.3
197 .9
200.9
num=
n Val
.065
56
Sta
1123
1337
1590
1737
1793
1862
2119
2252
2523
3077
3629
3
Sta
1814
Elev
200
194 .8
193 .2
193.6
182.1
193 .4
193.3
193.7
195
198.2
201.7
n Val
.08
Sta
1169
1368
1608
1759
1803
1931
2193
2297
2635
3187
3739
Elev
198 .7
194.5
193.1
193
183 .5
192.8
193.8
194.2
194.8
198.6
202 .4
Sta
1205
1422
1620
1776
1804
1973
2206
2304
2745
3298
3850
Lengths: Left Channel Right
1250
Coeff Contr.
.l 1550 2065
Profil e #PF 1
205.04
0.00
205.03
0.000040
12730.00
2960 .00
0 .52
22 .93
2001526.6
1373.40
182.10
1.14
0.03
0.00
Element
Wt. n-Val .
Reach Len. (ft)
Flow Area (sq ft)
Area (sq ft )
Flow (cfs )
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq f t)
Str eam Power (l b/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
Left OB
0.070
1550 .00
6930.09
6930 .09
4084 .08
759 .00
0.59
9.13
642135 .9
759.89
0.02
0.01
233 .66
24.34
Elev
198.1
193.4
191. 6
188.1
183 .9
193
193.6
194 .2
195.6
199.3
203.1
Expan.
.3
Channel
0 .065
2065.00
1000.72
1000.72
942.62
55.00
0.94
18.19
148206.6
60.69
0.04
0 .04
41 .38
2 .20
Right OB
0.080
1250.00
16648.19
16648.19
7703.31
2146.00
0. 46
7.76
1211184. 1
2147.63
0.02
0.01
580.50
58.68
Warning: The cross-section end points had to be extended vertically for the computed water
sur face .
Warning: The conveyance ratio (upstream conveyance di v i ded by downstream conveyance) is less
than 0 .7 or greater than 1.4. This may i ndi cate the need for additional cross sections.
CROSS SECTION
REACH: Fema X-sect
RIVER: Lick Creek Main
RS: 8750
INPUT
Description:
Station Elevation
Sta Elev
1000 205.4
1495
1626
1800
2053
2500
3000
3500
190
183.3
190.9
189.8
190.5
193.8
197
Data
Sta
1100
1505
1634
1910
2100
2600
3100
3600
Manning's n Values
Sta n Val Sta
1618 1000 . 07
Bank Sta: Left
1618
Right
1656
CROSS SECTION OUTPUT
num=
Elev
200.8
187.9
182.3
190.8
190.6
192.8
194.l
197.7
num=
n Val
.065
37
Sta
1200
1519
1643
2000
2200
2700
3200
3
Sta
1656
Elev
194.3
191. 2
183.6
190.4
190.5
193.4
195.3
n Val
.08
Lengths: Left Channel
0 0
Profile #PF 1
Sta
1300
1600
1656
2019
2300
2800
3300
Ri ght
0
El ev
194.2
192.4
191.3
189.4
191
193 .3
195.9
Sta
1400
1618
1700
2035
2400
2900
3400
Coeff Contr .
.1
Elev
192.l
191.5
191.l
185.5
189.9
193 .l
196.5
Expan.
.3
E.G. Elev (ft)
Vel Head (ft)
W.S. Elev (ft)
Crit W.S. (ft)
E .G. Slope (ft/ft)
Q Total (cfs)
Top Width (ft)
Vel Total (ft/s)
Max Chl Dpth (ft)
Conv. Total (cfs)
Length Wtd. (ft)
Min Ch El (ft)
Alpha
Frctn Loss (ft)
c & E Loss (ft)
205.00
0.00
205.00
192 .62
0.000017
12730.00
2591.30
0.41
22.70
3073778.3
182.30
1. 02
SUMMARY OF MANNING'S N VALUES
River:N.F. Lick Creek
n7
Reach
n8
N.F . Main
N.F . Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
.014
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F . Main
N.F . Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
.04
River Sta.
n9
68770
68410
68025
67680
67300
67075
67060
67050
67049
66980
66970
66940
66850
66550
66300
66216
66215
.04
66150
66105
66090
66075
66037
66000
65980
65970
65969
65950
65700
65500
65250
65050
64800
64500
64395
64158
63920
63870
63770
63470
63220
62721
62720
61960
Element
Wt. n-Val.
Reach Len. (ft)
Flow Area (sq ft )
Area (sq ft)
Flow (cfs)
Top Width (ft)
Avg. Vel. (ft/s)
Hydr. Depth (ft)
Conv. (cfs)
Wetted Per. (ft)
Shear (lb/sq ft)
Stream Power (lb/ft s)
Cum Volume (acre-ft)
Cum SA (acres)
nl
.075
.075
.075
.075
.075
.075
.075
.075
Culvert
.075
.075
.075
.075
.075
.075
.06
.06
.06
.04
.04
.04
Culvert
.04
.04
.065
.075
.075
.075
.075
.075
.075
.07
.06
.06
Culvert
.06
.07
.07
.07
.07
.07
.07
.07
n2
.055
.055
.055
.055
.055
.055
.055
.055
.055
.055
.055
.055
.055
.055
.04
.06
.018
.014
.014
.014
.014
.014
.02
.04
.04
.055
.055
.055
.055
.OS
.04
.04
.04
.055
.06
.065
.065
.065
.065
.065
n3
Left OB
0.070
6202.89
6202.89
2558.70
609.30
0.41
10.18
617821.1
610.29
0.01
0.00
.075
.075
.075
.075
.075
.075
.075
.075
.075
.075
.075
.075
.075
.06
.04
.04
.04
.04
.04
.04
.04
.014
.065
.075
.075
.075
.075
.075
.075
.07
.06
.06
.06
.07
.07
.075
.075
.075
.075
.075
n4
.014
Channel
0.065
745.00
745.00
467.06
38.00
0 .63
19.61
112775.8
43.72
0.02
0.01
nS
.014
Right OB
0.080
23810.30
23810.30
9704.25
1944.00
0. 41
12.25
2343181.5
1952.36
0.01
0.01
n 6
.014
N.F. Main N.F. Main River:S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch west field west field west field west field west field west field west field west field west field west field west field west field west field west field west field west field west field S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main 61200 59900 River Sta. 8867. 8845. 8766. 8744. 8536. 8277. 11228. 10978. 10758. 10628. 10518. 10338. 10208. 10138. 10058. 10018. 9688. 9568. 9458. 9343. 9088. 8750. 8354. 7993. 7815. 7612. 7435. 7137. 6825. 6784. 6762. 6730. 6698. 6675. 6632. 6612. 6423. 6266. 6175. 6050. 5943. 5827. 5616. 5320. 5200. 5050. 4930. 4810. 4580. 4310. 3860. 3665. 3610. 3596. 3567. 3538. 3520. 3467. 3410. 3200. 2880. 2560. 2540. nl .07 .07 .1 . l .1 .1 .1 .1 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 Culvert .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .025 .025 Culvert .025 .025 .08 .08 .08 .08 .08 .08 n2 .065 .065 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .04 .03 .014 .014 .014 .025 .03 .03 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .05 .018 .018 .018 .018 .05 .05 .05 .05 .05 . 013 n3 .075 .07 .1 .1 .1 .l .1 .1 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .08 .025 .025 .025 .025 .08 .08 .08 .08 .08 .08
S.F. Main
S.F. Main
S.F. Main
S.F. Main
River:Lick Creek Main
Reach
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema x-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
2375.
2210.
2050.
1060
River Sta.
58600
57300
56000
54700
53400
52666
51932
51198
50464
49730
49120
48510
47900
46940
45980
45020
43850
42680
42584
42583
42540
42539
42440
41710
41088
40466
39844
39222
38600
38434
38268
38012
37936
37770
37604
37438
37272
37106
36940
36774
36608
36442
36276
36110
35944
35778
35612
35446
35280
34200
33586
32972
32358
31744
31130
30520
29910
29300
28690
28080
27210
Culvert
.08
.08
.08
nl
.07
.085
.085
.085
.07
.085
.085
.085
.085
.085
.085
.085
.06
.06
.06
.06
.075
.05
.015
Bridge
.015
.05
.075
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.075
.075
.075
.075
.075
.075
.085
.085
.085
.085
.085
.085
n2
. 013
.05
.05
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.065
.055
.055
.055
.055
.06
.045
.02
.02
.045
.055
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
.07
n3
.08
.08
.08
.07
.085
.085
.085
.075
.085
.085
.085
.085
.085
.085
.085
.09
.09
.09
.09
.09
.05
.015
.015
.05
.075
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
.085
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
26340
24490
22640
20790
20185
19580
17930
16280
15780
15280
14780
14280
13905
13904
13880.5
13857
13856
12880
10815
8750
SUMMARY OF REACH LENGTHS
River: N.F. Lick Creek
Reach
N.F. Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
River Sta.
68770
68410
68025
67680
67300
67075
67060
67050
67049
66980
66970
66940
66850
66550
66300
66216
66215
66150
66105
66090
66075
66037
66000
65980
65970
65969
65950
65700
65500
65250
65050
64800
64500
64395
64158
63920
63870
63770
63470
63220
62721
.08
.08
.07
.07
.07
.07
.07
.07
.065
.065
.065
.065
.06
.025
Culvert
.025
.06
.065
.07
.07
.065
.065
.06
.06
.055
.055
.055
.055
.05
.05
.05
.05
.05
.02
.02
.05
.05
.065
.065
Left Channel
160 360
210 385
220 345
230 380
315 225
15 15
10 10
70 70
Culvert
10 10
20 70
100 90
150 300
280 250
84 84
1 1
65 65
90 45
30 15
40 15
75 75
Culvert
20 20
10 10
1 1
19 19
200 250
180 200
250 250
210 200
250 250
270 300
80 100
475 475
Culvert
90 50
100 100
300 300
250 250
499 499
1 1
.085
.085
.07
.07
.07
.07
.07
.07
.065
.065
.065
.065
.06
.025
.025
.06
.065
.08
.08
Right
400
235
240
300
65
15
10
70
10
40
25
300
220
84
1
5
5
5
5
75
20
10
1
19
300
220
250
1 90
230
330
120
475
30
90
250
250
499
1
N.F. Main N.F. Main N.F. Main N.F. Main 62720 61960 61200 59900 River: S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch west field west field west field west field west field west field west field west field west field westfield west field westfield westf ield west field west field west field west field S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main River Sta. 8867. 8845. 8766. 8744. 8536. 8277. 11228. 10978. 10758. 10628. 10518. 10338. 10208. 10138. 10058. 10018. 9688. 9568. 9458. 9343. 9088. 8750. 8354. 7993. 7815. 7612. 7435. 7137. 6825. 6784. 6762. 6730. 6698. 6675. 6632. 6612. 6423. 6266. 6175. 6050. 5943. 5827. 5616. 5320. 5200. 5050. 4930. 4810. 4580. 4310. 3860. 3665. 3610. 3596. 3567. 3538. 3520. 3467. 3410. 3200. 2880. 650 650 1050 1050 760 760 1300 1300 Left Channel 22 22 65 79 20 22 150 208 190 259 0 0 250 215 200 220 155 130 80 110 150 180 140 130 50 70 60 80 40 40 200 330 80 120 120 110 80 115 270 256 345 338 380 396 0 0 120 178 90 203 135 177 200 298 121 121 41 41 24 24 64 64 Culvert 23 23 43 43 20 20 189 189 157 157 91 91 115 115 135 107 110 116 170 211 100 296 70 120 200 100 238 210 150 180 300 100 170 340 450 450 110 110 30 80 14 14 61 61 Culvert 18 18 50 50 57 57 210 210 330 330 350 350 575 575 1083.3 1083.3 Right 22 110 20 180 208 0 280 220 100 120 140 110 105 60 40 160 140 160 96 210 225 380 0 175 175 135 200 121 41 24 64 23 43 20 189 157 91 115 180 95 130 225 180 150 130 250 200 270 450 110 55 14 61 18 50 57 210 330 350
S.F. Main
S.F. Main
S.F. Main
S.F. Main
S.F. Main
S.F. Main
2560.
2540.
2375.
2210.
2050.
1060
River: Lick Creek Main
Reach
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
River Sta.
58600
57300
56000
54700
53400
52666
51932
51198
50464
49730
49120
48510
47900
46940
45980
45020
43850
42680
42584
42583
42540
42539
42440
41710
41088
40466
39844
39222
38600
38434
38268
38012
37936
37770
37604
37438
37272
37106
36940
36774
36608
36442
36276
36110
35944
35778
35612
35446
35280
34200
33586
32972
32358
31744
31130
30520
29910
29300
28690
50
302
Culvert
160
810
0
50
302
160
890
0
Left Channel
1050 1300
1050 1300
1050 1300
1050 1300
460 734
460 734
460 734
460 734
460 734
266.7 610
266.7 610
266.7 610
783.3 960
783.3 960
783.3 960
Bridge
900 1170
900 1170
96 96
44 44
1
99
500
600
600
600
600
600
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
155
700
570
570
570
570
570
400
400
400
400
400
1
99
730
622
622
622
622
622
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
166
1080
614
614
614
614
614
610
610
610
610
610
50
302
160
700
0
Right
1083.3
1083
1083
1083
480
480
480
480
480
516
516.7
516.7
696.7
696.7
696 .7
750
730
96
44
1
99
900
560
560
560
560
560
92.5
92.5
92.5
92.5
92 .5
92.5
92.5
92 .5
92 .5
92.5
92.5
92.5
92.5
92.5
92.5
92.5
92.5
92.5
92.5
92.5
1050
520
520
520
520
520
540
540
540
540
540
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
28080
27210
26340
24490
22640
20790
20185
19580
17930
16280
15780
15280
14780
14280
13905
13904
13880.5
13857
13856
12880
10815
8750
825
825
1283.3
1283.3
1283.3
575
575
1650
1650
482.5
482.5
482 .5
482.5
300
1
47
Culvert
1
100
1550
1550
0
SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS
River: N.F. Lick Creek
870
870
1850
1850
1850
605
605
1650
1650
500
500
500
500
375
1
47
1
976
2065
2065
0
Reach River Sta. Contr. Expan.
N.F . Main
N.F . Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F . Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
N.F. Main
68770
68410
68025
67680
67300
67075
67060
67050
67049
66980
66970
66940
66850
66550
66300
66216
66215
66150
66105
66090
66075
66037
66000
65980
65970
65969
65950
65700
65500
65250
65050
64800
64500
64395
64158
63920
63870
63770
63470
.1
.1
.1
.1
.1
.3
.3
.3
Culvert
.3
.3
.3
.1
.1
.1
.1
.1
.1
. 3
. 3
. 3
Culvert
. 3
. 3
. 3
. 3
.3
.1
.1
.1
.1
.1
.3
.3
Culvert
.3
.1
.1
.1
. 3
. 3
. 3
. 3
. 3
.5
.5
. 5
. 5
.5
.5
.3
.3
.3
.3
.3
.3
.5
.5
.5
.5
.5
.5
. 5
. 5
. 3
. 3
. 3
. 3
. 3
. 5
. 5
. 5
. 3
. 3
.3
515
515
1473.3
1473.3
1473.3
575
575
1300
1300
485
485
485
485
450
1
47
1
100
1250
1250
0
N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main N.F. Main 63220 62721 62720 61960 61200 59900 River: S.F. LICK CREEK Reach AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch AlexBranch westf ield westfield westf ield westf ield westfield westfield westfield west field westf ield westf ield westf ield westfield west field west field westfield westfield westf ield S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main S.F. Main River Sta. 8867. 8845. 8766. 8744. 8536. 8277. 11228. 10978. 10758. 10628. 10518. 10338. 10208. 10138. 10058. 10018. 9688. 9568. 9458. 9343. 9088. 8750. 8354. 7993. 7815. 7612. 7435. 7137. 6825. 6784. 6762. 6730. 6698. 6675. 6632. 6612. 6423. 6266. 6175. 6050. 5943. 5827. 5616. 5320. 5200. 5050. 4930. 4810. 4580. 4310. 3860. 3665. 3610. 3596. 3567. 3538. 3520. 3467. 3410. .1 .1 .1 .1 .1 .1 Contr. .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .3 .3 Culvert .3 .3 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .1 .3 .3 Culvert .3 .3 .1 .1 .3 .3 .3 .3 .3 .3 Expan. .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .5 .5 .5 .5 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .3 .5 .5 .5 .5 .3 .3
S.F. Main
S.F. Main
S.F. Main
S.F. Main
S.F. Main
S .F. Main
S.F. Main
S.F. Main
3200.
2880.
2560 .
2540 .
2375 .
2210.
2050.
1060
River: Lick Creek Main
Reach
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
River Sta.
58600
57300
56000
54700
53400
52666
51932
51198
50464
49730
49120
48510
47900
46940
45980
45020
43850
42680
42584
42583
42540
42539
42440
41710
41088
40466
39844
39222
38600
38434
38268
38012
37936
37770
37604
37438
37272
37106
36940
36774
36608
36442
36276
36110
35944
35778
35612
35446
35280
34200
33586
32972
32358
31744
31130
30520
29910
.1
.1
. 3
.3
Culvert
.3
.1
.1
Contr .
Bridge
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
. 4
.4
.4
.4
.4
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
.1
. 3
. 3
. 5
.5
.5
.3
.3
Expan.
.3
.3
.3
.3
.3
.3
.3
.3
. 3
. 3
. 3
. 3
.3
.3
.3
.3
.3
.6
. 6
. 6
. 6
. 6
. 3
. 3
. 3
. 3
. 3
. 3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
. 3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
Fema X-sect
29300 .1
28690 .1
28080 .1
27210 .1
26340 .1
24490 .1
22640 .1
20790 .1
20185 .1
19580 .1
17930 .1
16280 .1
15780 .1
15280 .1
14780 .1
14280 .1
13905 .3
13904 .3
13880.5 Culvert
13857 .3
13856 .3
12880 .1
10815 .1
8750 .1
Profile Output Table -Standard Table 1
. 3
. 3
. 3
. 3
. 3
.3
.3
. 3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
.3
River Reach River Sta Q Total Min Ch El W.S. Elev Crit W.S. E .G.
Elev E.G. Slope Vel Chnl
(ft) (ft/ft)
N.F . Lick Creek
272.38 0.000471
N.F. Lick Creek
273.09 0.000884
N.F. Lick Creek
274.29 0.005358
N.F. Lick Creek
276.75 0.002946
N.F. Lick Creek
276.79 0.003980
N.F. Lick Creek
278.81 0.004114
(ft/s)
N.F. Main
2.14
N.F. Main
2.70
N.F. Main
5.31
N.F. Main
3.53
N.F. Main
4.86
N.F. Main
4.57
N.F. Lick Creek N.F. Main
281.04 0.015563 9.23
N.F. Lick Creek
282.38 0.002099
N.F. Lick Creek
282 .62 0.002595
N.F. Lick Creek
283.03 0.002245
N.F. Lick Creek
N.F. Lick Creek
284.87 0.000774
N.F. Lick Creek
285.01 0.000958
N.F. Lick Creek
285.48 0.002453
N.F. Lick Creek
286.32 0.004396
N.F. Lick Creek
286.98 0.002384
N.F . Lick Creek
287.70 0.003156
N.F . Lick Creek
288.13 0.001516
N.F. Lick Creek
288.63 0.001880
N.F. Lick Creek
N.F. Main
3.94
N.F. Main
4.69
N.F. Main
6.85
N.F. Main
N.F. Main
4.30
N.F. Main
4.01
N.F. Main
5.21
N.F. Main
6.02
N.F. Main
4.61
N.F. Main
5.57
N.F. Main
3.61
N.F. Main
5.42
N.F. Main
Flow Area Top Width Froude # Chl
(cfs) (ft) (ft) (ft)
(sq ft)
59900
2249.23
61200
1618.37
61960
895.08
62720
1227.35
62721
1003.03
63220
776.75
63470
525.17
63770
1152 . 80
63870
966.74
63920
336.09
64158
64395
460.80
64500
1166. 93
64800
776.31
65050
580. 71
65250
878.03
65500
746.00
65700
788.26
65950
802 .14
65969
(ft)
968.60
506 .06
479.53
574.44
598 .20
271 . 57
361.99
504 .69
398.99
382.23
413.57
478 .33
298.00
263.41
364.56
357.41
238.73
428.85
2301.00
2301.00
2301 .00
2301.00
2301.00
2301.00
2301.00
2301.00
2301.00
2301.00
Cul vert
1980.00
1980.00
1980.00
1980.00
1980.00
1980.00
1980.00
1980.00
1980.00
259.90
0.12
262.00
0.16
265.30
0.37
268.50
0.26
268.50
0.34
272 .40
0.34
272. 80
0.66
273 .20
0.26
273.30
0.32
273.40
0.42
274 .85
0.25
276.00
0.27
276.90
0.35
277.60
0.42
278.20
0.31
278 .90
0.36
279.50
0.25
280.00
0.38
280.10
272. 36
273 .05
274. 11
276.68
276.60
278 .62
280.32
282.27
282.45
282.30
284.58
284.90
285.26
285.92
286.81
287.41
287.97
288.31
288 .60
280.32
278.58
278.93
283 .52
288. 71 0.000391
N.F . Lick Creek
288.72 0.000109
N.F . Lick Creek
288.72 0.000065
N.F . Lick Creek
288.89 0.000250
N.F. Lick Creek
N.F . Lick Creek
289 .28 0.000200
N.F. Lick Creek
289.34 0 .000084
N.F. Lick Creek
289.39 0.000119
N.F. Lick Creek
289.42 0.000347
N.F. Lick Creek
289.44 0.000166
N.F. Lick Creek
289.45 0 .001165
N.F. Lick Creek
289.59 0.002664
N.F. Lick Creek
290.23 0.002413
N.F. Lick Creek
291.00 0.002944
N.F. Lick Creek
291.16 0.002926
N.F. Lick Creek
291 .28 0.001912
2.89
N.F. Main
3.06
N.F. Main
3.25
N.F. Main
5.64
N.F. Main
N.F. Main
5.15
N.F. Main
3 .66
N.F. Main
4.41
N.F. Main
4.86
N.F. Main
4.15
N.F. Main
3.89
N.F. Main
4 .01
N.F. Main
4.12
N.F. Main
5.57
N.F. Main
5.53
N.F. Main
4.11
N.F. Lick Creek N.F. Main
291.30 0.000991 3.34
N.F. Lick Creek N.F. Main
N.F. Lick Creek N.F. Main
292.07 0.000326 2.17
N.F. Lick Creek
292 .09 0.001027
N.F. Lick Creek
292 .10 0.001068
N.F. Lick Creek
292.42 0.002323
N.F. Lick Creek
293 .14 0.002376
N.F. Lick Creek
293 .75 0.002015
N.F. Lick Creek
294.30 0.001449
N.F. Lick Creek
294.75 0.001179
S.F. LICK CREEK
272.53 0.000648
S .F. LICK CREEK
273.10 0.000698
S.F. LICK CREEK
273.39 0.000216
S.F. LICK CREEK
S .F. LICK CREEK
274.26 0. 000132
S.F. LICK CREEK
274.37 0.000739
S.F. LICK CREEK
274.78 0.001991
S.F. LICK CREEK
275.59 0.002562
S.F. LICK CREEK
276.06 0 .001817
S .F. LICK CREEK
276.15 0.001185
S.F. LICK CREEK
276.26 0 .000272
N.F. Main
3.34
N.F. Main
3.33
N.F. Main
5 .35
N.F. Main
5.01
N.F. Main
4. 04
N.F. Main
2.98
N.F. Main
2.81
S.F. Main
3 .06
S.F. Main
3.35
S .F. Main
6.04
S.F. Main
S.F. Main
4.89
S.F. Main
3.18
S.F. Main
4 .56
S.F. Main
5.41
S.F. Main
4 .29
S.F. Main
3 .51
S.F. Main
5.65
S.F. LICK CREEK S.F. Main
1142.58
65970
1137.34
65980
1059.69
66000
615.31
66037
66075
782. 77
66090
872. 77
66105
647.46
66150
488.12
66215
638.15
66216
649.35
66300
703.89
66550
658.64
66850
845.20
66940
832 .27
66970
990.00
66980
1285.73
67049
67050
1860.40
67060
1434 .53
67075
1439.07
67300
848.63
67680
888.47
68025
878 .90
68410
974.08
68770
1101.84
1060
1338.30
2050.
1524.35
2210 .
380.14
2375.
2540.
414.42
2560.
1574 .30
2880.
1098.75
3200.
693.67
3410.
1051.10
3467.
995.65
3520.
686.08
3538.
542.12
1980 .00
538.34
1980 .00
541.15
1980 .00
477.40
466.08
289.02
Culvert
1980 .00
1980.00
1980.00
193.27
1980 .00
167.28
236.20
239.89
298.60
390.61
342.94
307.82
368.06
621.15
808.12
803.87
809.00
1980 .00
1980.00
1980.00
1980.00
1980 .00
1980.00
1980.00
1980.00
Culvert
1980.00
1980.00
1980.00
1980.00
291. 33
1980.00
329.06
1980.00
332.76
1980.00
336.32
424.07
353.43
513.69
32.00
32.00
1980.00
2297.00
2297.00
2297 .00
Culvert
2025.00
2025.00
552.03
2025.00
413.25
2025.00
275.26
2025 .00
339.87
2025.00
311.39
2025.00
218.98
2025.00
0.18
280.10
0.19
280.13
0.20
280.20
0.35
280.50
0.31
280.60
0.23
280.80
0.28
281.00
0.36
281.40
0.32
281.40
0.29
282.00
0.32
282.50
0.31
282.50
0.36
283.00
0.36
282.50
0.28
280.34
0 .20
280.70
0.12
282.50
0.21
282.50
0.21
283.80
0.33
285 .00
0.32
287.00
0.29
288 .50
0.24
288.80
0.22
261. 00
0.19
262.65
0 .19
260.94
0.31
260 .94
0.24
263.78
0 .19
264.95
0.27
265.63
0 .34
266 .68
0.27
267.03
0.24
267.36
0.34
267.48
288.59
288.59
288 .43
288.92
289.15
289.10
289.06
289.19
289.23
289.40
290.01
290.81
290 .99
291 .17
291.21
292.02
292.01
292.03
292.24
292 .99
293.60
294 .20
294.66
272.43
272 . 99
272.82
273.89
274 .30
274.67
275.26
275.96
276.02
275.96
275.64
283.52
283.56
284.45
284.73
284.25
284.94
289 .60
290 .20
266 .35
265 .93
272. 51
276.60 0.000852
S.F. LICK CREEK
S.F. LICK CREEK
277.41 0.000174
S.F. LICK CREEK
277.43 0.000091
S.F. LICK CREEK
277.47 0.002401
S.F. LICK CREEK
277 .80 0 .003021
S.F. LICK CREEK
279 .43 0 .004316
7.88
S .F . Main
S.F . Main
3.99
S.F. Main
3.50
S.F. Main
4.90
S.F. Main
5.75
S .F. Main
6.09
S.F. LICK CREEK S.F. Main
280.14 0.002382 4.67
S.F . LICK CREEK S.F. Main
280.45 0 .001007
S.F. LICK CREEK
280.70 0. 001181
S.F. LICK CREEK
281.19 0. 007249
S.F. LICK CREEK
281. 71 0.002132
S.F. LICK CREEK
281.91 0.001700
S.F. LICK CREEK
282.30 0.001687
S.F. LICK CREEK
282.78 0.003171
S.F. LICK CREEK
283.10 0.002535
S.F. LICK CREEK
283.51 0.003920
S.F. LICK CREEK
283. 71 0.000778
S.F . LICK CREEK
283.78 0.000621
3.23
S.F. Main
3.29
S .F. Main
7.05
S .F. Main
4.38
S .F. Main
3.35
S .F. Main
3.91
S.F. Main
5.66
S .F. Main
5.30
S .F . Main
5.36
S.F. Main
2.77
S.F. Main
2.33
S .F. LICK CREEK S.F. Main
283 .97 0.002088
S .F. LICK CREEK
284.35 0.001612
S .F. LICK CREEK
284.38 0.001231
S .F. LICK CREEK
285.28 0.003380
S.F. LICK CREEK
286.87 0.002686
4.06
S.F. Main
5.47
S.F. Main
5.13
S.F. Main
11.09
S.F. Main
14.09
S.F. LICK CREEK S.F. Main
S .F . LICK CREEK S .F. Main
287.22 0.000293 5 .76
S.F. LICK CREEK
287.31 0.000065
S.F. LICK CREEK
287.32 0.000174
S.F. LICK CREEK
287.35 0.000238
S.F. LICK CREEK
287.45 0.000665
S.F. LICK CREEK
287.57 0.001005
S.F. LICK CREEK
287.70 0.000923
S.F. LICK CREEK
287.81 0.000667
S.F. LICK CREEK
287.98 0.000520
S.F. LICK CREEK
288.36 0.001859
S.F. LICK CREEK
288.75 0.000955
S.F. LICK CREEK
289.01 0.001049
S.F. Main
3. 71
S.F. Main
2.21
S .F. Main
1.70
S.F. Main
2.23
S.F. Main
3.10
S.F. Main
2.13
S .F. Main
2.17
westfield
1.94
west field
4 .27
west field
2.91
west field
2.44
256.94
3567.
3596.
919.58
3610.
1193. 27
3665.
892.19
3860.
768.44
4310.
836.87
4580.
1026.12
4810.
1351.02
4930.
1033.21
5050.
657.16
5200.
761.81
5320.
934.01
5616.
1026.85
5827.
656.09
5943.
703.64
6050.
554.74
6175.
1181.74
6266.
1069.52
6423.
804.72
6612.
956.29
6632.
1005.74
6675.
182.60
6698.
143 .69
6730.
6762.
639.85
6784.
1258.28
6825 .
11 72 . 03
7137.
986.49
7435.
1122. 81
7612.
1010.75
7815.
1194.56
7993.
1256.33
8354.
877.20
8750.
685.54
9088.
819.47
9343.
653.85
230.75
315.37
295.04
282.64
300.97
357.81
Cul vert
2025.00
2025.00
2025.00
2025 .00
2025.00
2025.00
395.68
2025 .00
406.48
2025.00
364.15
2025.00
286.37
2025.00
256.40
2025.00
291. 93
2025.00
366.72
2025.00
281.14
2025.00
236.66
2025.00
276.07
2025.00
406.38
2025.00
357.67
2025.00
328.51
2025.00
457.95
2025.00
459.58
178.31
23.28
440 .02
2025.00
2025.00
Culvert
1352.00
1352.00
461.46
1352.00
449.95
1352.00
375.19
1352.00
388.18
1352.00
379.06
1352.00
486.81
1352.00
457.46
1352.00
314.43
1352.00
270.00
1352. 00
262.01
1352. 00
218.28
0.49
267.60
0.23
267.97
0 .20
268.70
0. 30
268.93
0.38
271.28
0.43
271.50
0 .30
271.81
0.21
273.64
0.24
273.37
0.48
273.00
0 .32
275.00
0.28
275.00
0.28
275.00
0.40
275.00
0.36
276.50
0.43
277.00
0 .20
277.00
0.17
277.00
0.31
278.00
0.45
277.00
0.40
277 .50
0 .81
277.50
1. 00
277.68
0.34
277.72
0.21
278.00
0.15
279.00
0.13
279.90
0 .17
281.00
0.22
281.00
0.20
281.00
0.17
281.00
0 .16
281.00
0.30
282 .00
0.22
283 .00
0.21
277 .25 272.63
277.35 273.08
277.32
277.52
279.25
280.02
280.40
280.58
280 .93
281.51
281.80
282.19
282.42
282.81
283.12
283.63
283.70
283.78
284.06
284. 11
283.37 282.59
283.79 283.79
286.75 282.45
287 .13 281.58
287.26
287.31
287 .41
287.51
287.67
287.78
287.93
288.21
288.67
288.92
S.F. LICK CREEK
289.20 0.002369
S.F. LICK CREEK
289.71 0.006054
S.F. LICK CREEK
290.36 0.004631
S .F. LICK CREEK
291.34 0.002883
S.F. LICK CREEK
292.03 0. 011320
S.F. LICK CREEK
292.29 0.000812
S.F. LICK CREEK
292.71 0.011614
S.F. LICK CREEK
293 .58 0 .003803
S.F. LICK CREEK
294.14 0. 002915
S.F. LICK CREEK
2 94. 3 9 0.001822
S.F. LICK CREEK
294.86 0 .006043
S.F. LICK CREEK
296.44 0.008578
S.F. LICK CREEK
297.79 0.004330
S.F. LICK CREEK
287.96 0.000098
S.F. LICK CREEK
288.00 0.000339
S.F. LICK CREEK
288.15 0.001698
S.F. LICK CREEK
288.19 0.001615
S.F. LICK CREEK
288.50 0 .008394
S.F. LICK CREEK
288 .67 0.006532
Lick Creek Main
205.00 0.000017
Lick Creek Main
205.04 0.000040
Lick Creek Main
205.11 0.000066
Lick Creek Main
205.12 0.000050
Lick Creek Main
205.13 0.000024
Lick Creek Main
Lick Creek Main
205.13 0.000024
Lick Creek Main
205.13 0.000050
Lick Creek Main
205.14 0.000029
Lick Creek Main
205.16 0.000044
Lick Creek Main
205.19 0.000069
Lick Creek Main
205.23 0.000096
Lick Creek Main
205.29 0.000158
Lick Creek Main
205.59 0.000265
Lick Creek Main
206 .14 0.000507
Lick Creek Main
206.66 0.001731
Lick Creek Main
207.77 0.002071
westfield
3.91
westfield
6.47
westfield
6.21
westfiel d
4. 94
westfield
10.34
westf ield
2.58
westfield
9.37
westfield
5.70
westfield
5.32
westfield
3.97
westf ield
5.77
westf ield
5.52
westf ield
5.32
AlexBranch
0.77
AlexBranch
1.11
AlexBranch
2.27
AlexBranch
2.23
AlexBranch
4.31
AlexBranch
3.86
Fema X-sect
0.63
Fema X-sect
0.94
Fema X-sect
1.43
Fema X-sect
0.59
Fema X-sect
1. 02
Fema X-sect
Fema X-sect
1 .21
Fema X-sect
0.59
Fema X-sect
1.07
Fema X-sect
1.26
Fema X-sect
1. 49
Fema X-sect
1 .60
Fema X-sect
1. 68
Fema X-sect
2.00
Fema X-sect
2.44
Fema X-sect
4.57
Fema X-sect
4 .87
9458.
509.34
9568.
304.12
9688.
358.90
10018.
583.74
10058.
254.96
10138.
645.43
10208.
241 .62
10338.
462.37
10518.
470.83
10628.
516.48
10758.
317.14
10978.
244.82
11228.
482.16
8277.
433.04
8536.
272.60
8744.
128.83
8766.
130.96
8845.
67.96
8867.
76.77
8750
30758.19
10815
24579.00
12880
17859.37
13856
18728.19
13857
13848.83
13880.5
13904
13841 .42
13905
18754. 11
14280
24631.08
14780
21506.61
15280
18581. 71
15780
16394.63
16280
14157.12
17930
12891.61
19580
10927.96
20185
6663.52
20790
6004.49
1352.00
171.13
1352.00
119. 61
1352 . 00
119. 24
1352 .00
283.49
1352. 00
122.46
1352.00
197.03
1352.00
105.94
1352.00
211.47
1352.00
181.11
1352.00
168 .46
1352.00
146.53
1352.00
84.34
1352.00
221.19
292.00
128.81
292.00
104.80
292.00
53.69
292 .00
55.64
292 .00
35.82
292 .00
42.04
12730.00
2591.30
12730.00
2960.00
12730.00
2623.88
12730.00
2442.06
12730.00
2439.63
Culvert
12730.00
2439.59
12730.00
2441.13
12730.00
3123.28
12730.00
3049.19
12730.00
2889.88
12730.00
2656.94
12730.00
2405.63
12730.00
2794.31
12730.00
3010.70
12730.00
2395.85
12730.00
2254.09
283.00
0.33
284.00
0.52
284.00
0.46
284.00
0.36
284.00
0.72
286.00
0.20
286 .00
0 . 72
286.00
0.41
286.00
0.37
288.00
0.29
288.00
0.51
290.00
0.57
292.00
0.44
281.00
0 .07
281.90
0 .11
283.00
0 .25
283.00
0.24
285.00
0.53
285.00
0.47
182.30
0.02
182.10
0.04
181.90
0.06
185 .40
0.02
185.40
0.04
186.30
0.08
185 .40
0.02
185.00
0.04
186.10
0.06
187 .10
0.07
188 .10
0 .08
189.20
0.08
192.20
0 .11
195.10
0.15
194.00
0 .27
192.90
0.27
289.03
289.18
289.95
291.12
290.87
292.20
291.70
293.25
293.85
294.21
294.41
295.96
297.53
287.95
287.98
288.07
288. 11
288.21
288.44
205.00
205.03
205.10
205.12
205.11
205. 11
205.12
205.14
205.15
205.18
205.22
205.27
205.58
206.12
206.56
207.64
290.87
192.62
195.41
198.43
195 .41
206 .37
Lick Creek Main
210.23 0.001349
Lick Creek Main
212.38 0.001510
Lick Creek Main
214.48 0.001260
Lick Creek Main
215.39 0.001394
Lick Creek Main
216.10 0.000713
Lick Creek Main
216.59 0.001627
Lick Creek Main
217 .57 0.002508
Lick Creek Main
218 .89 0 .002744
Lick Creek Main
220 .01 0 .001606
Lick Creek Main
220.92 0.001892
Lick Creek Main
222 .41 0.003618
Lick Creek Main
224.06 0 .002362
Lick Creek Main
225.30 0.002048
Lick Creek Main
226.42 0.001940
Lick Creek Main
227.43 0.001674
Lick Creek Main
227 .98 0.000273
Lick Creek Main
228.02 0.000326
Lick Creek Main
228.08 0.000389
Lick Creek Main
228 .14 0 .000475
Lick Creek Main
228 .22 0.000577
Lick Creek Main
228.31 0.000700
Lick Creek Main
228.42 0.000855
Lick Creek Main
228 .56 0 .001040
Lick Creek Main
228.72 0.001231
Lick Creek Main
228.91 0.001542
Lick Creek Main
229 .14 0 .001819
Lick Creek Main
229.42 0 .002190
Lick Creek Main
229 .74 0 .002553
Lick Creek Main
230 .09 0 .002611
Lick Creek Main
230 .44 0.002876
Lick Creek Main
230.82 0.002969
Lick Creek Main
231 .19 0.003045
Lick Creek Main
231.57 0.003141
Lick Creek Main
231.94 0 .003116
Lick Creek Main
232 .31 0 .003122
Lick Creek Main
Fema X-sect
4 .07
Fema X-sect
3.99
Fema X-sect
3.65
Fema X-sect
3.54
Fema X-sect
2.51
Fema X-sect
3. 71
Fema X-sect
4.66
Fema X-sect
5 .14
Fema X-sect
4.00
Fema X-sect
4.41
Fema X-sect
6 .18
Fema X-sect
5 .12
Fema X-sect
4.71
Fema X-sect
4.26
Fema X-sect
4.13
Fema X-sect
2.29
Fema X-sect
2 .44
Fema X-sect
2.59
Fema X-sect
2 .78
Fema X-sect
2.99
Fema X-sect
3.20
Fema X-sect
3.43
Fema X-sect
3.68
Fema X-sect
3.88
Fema X-sect
4.22
Fema X-sect
4.47
Fema X-sect
4.77
Fema X-sect
5.04
Fema X-sect
4.96
Fema X-sect
5 .09
Fema X-sect
5.06
Fema X-sect
4.99
Fema X-sect
4 .93
Fema X-sect
4.78
Fema X-sect
4 .62
Fema X-sect
22640
7062.88
24490
7467 .44
26340
7882.73
27210
7813 .24
28080
9979.92
28690
7241.30
29300
5910.57
29910
5352.08
30520
4891.33
31130
4547.82
31744
2833.31
32358
3030.22
32972
3174.67
33586
3278.27
34200
3425.07
35280
6728 . 20
35446
6410 .37
35612
6077.67
35778
5720 .82
35944
5396 .82
36110
5083.61
36276
4794.36
36442
4515 .61
36608
4317.41
36774
4042.82
36940
3885 .82
37106
3721.26
37272
3590.04
37438
3692.45
37604
3676 .69
37770
3713.41
37936
3773 .07
38012
3890.09
38268
3918.34
38434
3991 .40
38600
12741.00
2363.45
12741.00
2330 .12
12741.00
2306.43
12741.00
2250.02
12741.00
2370.69
12741.00
2032 .86
12741.00
1741.66
12741 .00
1503.31
9161. 00
1347.49
9161.00
1209.39
9161 .00
851. 83
9161. 00
579.60
9161 .00
558.24
9161.00
551.66
9161.00
549.29
9161.00
951.37
9161.00
973.88
9161.00
978.86
9161.00
981.57
9161.00
982.75
9161 .00
982.01
9161.00
988.13
9161.00
987.38
9161 .00
988.15
9161.00
1005.29
9161 .00
1024.52
9161 .00
1053.83
9161.00
1077.55
9161.00
1115. 01
9161.00
1165.66
9161.00
1176.63
9161.00
1206.06
9161.00
1289.66
9161.00
1257.63
9161.00
1281 .21
9161.00
195 .00
0 .22
1 97.00
0 .22
1 99.10
0.20
200.00
0.20
200.90
0 .14
202.00
0.21
203.00
0 .26
204.10
0.27
205.10
0.21
206.20
0.23
207.10
0.32
208.10
0.26
209.00
0.24
210.00
0.23
210. 90
0.21
207.00
0.10
207.70
0.10
208.40
0 .11
209.00
0.12
209.70
0.14
210.40
0.15
211.10
0.16
211. 80
0.18
212.40
0 .19
213.10
0 .22
213 . 80
0.23
214 .50
0.25
215.20
0.27
215.80
0 .27
216.50
0 .28
217.20
0.29
217.90
0 .29
218.60
0 .29
219.20
0 .28
219.90
0.28
220.60
210.14
212.29
214.40
21 5.32
216.07
216.53
217 .45
218 .74
219.92
220.83
222 .11
223.86
225.13
226.28
227.30
227.93
227.96
228.01
228.06
228.13
228.21
228.31
228.43
228.58
228.75
228.97
229.22
229.52
229.89
230.24
230.63
231.02
231.41
231.80
232.18
232.55
232.66 0 .003146
Lick Creek Main
234.30 0.002564
Lick Creek Main
235.75 0.002428
Lick Creek Main
237.14 0.002287
Lick Creek Main
238.48 0.002242
Lick Creek Main
239.80 0.002201
Lick Creek Main
242.83 0.006326
Lick Creek Main
243.33 0.003808
Lick Creek Main
243.33 0.000740
Lick Creek Main
Lick Creek Main
243.58 0.000691
Lick Creek Main
244.01 0.000108
Lick Creek Main
244.26 0.000947
Lick Creek Main
245.06 0.000666
Lick Creek Main
246.55 0 .006454
Lick Creek Main
249.51 0.002108
Lick Creek Main
250.72 0.001110
Lick Creek Main
251.51 0.002241
Lick Creek Main
252.73 0.002877
Lick Creek Main
253.81 0.002242
Lick Creek Main
255.39 0.004138
Lick Creek Main
257.56 0.003899
Lick Creek Main
259.58 0.003488
Lick Creek Main
261.51 0.003488
Lick Creek Main
263.28 0.002927
Lick Creek Main
265.84 0.001789
Lick Creek Main
267.78 0.001669
Lick Creek Main
269 .59 0.001555
Lick Creek Main
271.20 0.001351
4.48
Fema X-sect
4.34
Fema X-sect
4.39
Fema X-sect
4.40
Fema X-sect
4.44
Fema X-sect
4.45
Fema X-sect
8.61
Fema X-sect
8.43
Fema X-sect
8.37
Fema X-sect
Fema X-sect
8.17
Fema X-sect
1.63
Fema X-sect
3.41
Fema X-sect
2.89
Fema X-sect
8.52
Fema X-sect
5.53
Fema X-sect
3.92
Fema X-sect
4.66
Fema X-sect
5.03
Fema X-sect
4.27
Fema X-sect
5.83
Fema X-sect
5.92
Fema X-sect
5.78
Fema X-sect
5.87
Fema X-sect
5.44
Fema X-sect
4.45
Fema X-sect
4.30
Fema X-sect
4 .14
Fema X-sect
3.81
ERRORS WARNINGS AND NOTES
4058.20
39222
4412.61
39844
4606.05
40466
4812.62
41088
5043.98
41710
5345.18
42440
1064.46
42539
1087.01
42540
1094.75
42583
42584
1121.21
42680
8886 .83
43850
5070.79
45020
3461.23
45980
1046.38
46940
1908 .19
47900
2995.67
48510
2376.73
49120
2192.92
49730
2956.32
50464
2216.73
51198
2228.31
51932
2173.40
52666
2110.08
53400
1993.23
54700
2741.37
56000
2875 .72
57300
2913.04
58600
2808.50
1308. 58
9161.00
1412.60
9161.00
1539.62
9161.00
1678.55
9161. 00
1885.62
9161 .00
2185.76
9161.00
1386 .11
9161.00
125.48
9161.00
125. 82
131.96
Bridge
9161.00
9161 .00
1684.42
9161 .00
1211 .42
5324 .00
1030.94
5324.00
323.21
5324.00
481.23
5324.00
691.78
5324.00
643.93
5324.00
630.66
5324.00
1041.43
5324.00
881.10
5324.00
855.18
4905.00
892.00
4905 .00
839.22
4905.00
797.36
4905.00
939.08
4905 .00
1003.60
4905.00
949.85
4905.00
1005.91
Errors Warnings and Notes for Plan : Lick Cr 2000
RS: 67300
0.28
221. 70
0.26
222.90
0.25
224.00
0 .25
225.20
0 .25
226.30
0.25
228.00
0 .53
229.20
0 .50
229.20
0.50
229.20
0.48
228.00
0.09
229 .80
0.19
231 .60
0.16
233.70
0 .51
235.90
0.31
238.00
0.22
239.60
0.27
241.10
0.29
242.70
0 .25
244.10
0 .34
245.50
0.33
246.80
0.32
248.20
0.31
249.60
0.29
251.70
0.23
253.70
0.22
255.80
0.22
257.90
0.20
Profile: PF 1
234.20
235.65
237.03
238.37
239.70
241.68 238 .85
242.22 238.50
242.24 238.57
242.54 238.56
243.99
244.18
245.01
245.84
249.26
250.63
251 .37
252 .57
253. 72
255.21
257.37
259.38
261. 30
263.09
265 .73
267.68
269.50
271.12
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
conveyance divided by downstream conveyance) is less
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
additional cross sections.
RS: 67060 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
RS: 67050 Profile: PF 1 River: N.F. Lick Creek Reach : N.F. Main
Warning:The parabolic search method
try the cross section
failed to converge on critical depth. The program will
slice/secant method to find
River: N.F . Lick Creek Reach: N.F. Main
critical depth.
RS : 66980 Profile: PF 1
Warning:Multiple water surfaces were found that could balance the energy equation. The
program selected the water surface
whose main channel velocity head was the closest to the previously computed cross
section.
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0 .7 or greater than 1.4.
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1 .4.
This may indicate the need for
River: N.F . Lick Creek Reach: N.F. Main
Warning:The conveyance ratio {upstream
than 0.7 or greater than 1 .4.
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio {upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River : N.F. Lick Creek Reach: N.F. Main
RS: 66300 Profile: PF 1
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 66216 Profile: PF 1
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 66215 Profile: PF 1
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 66150 Profile: PF 1
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 66090 Profile: PF 1
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 66000 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4.
This may indicate the need for
River: N.F . Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
additional cross sections.
RS: 65970 Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 65969 Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 65700 Profile: PF 1
conveyance) is less
conveyance) is less
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 o r greater than 1.4 .
This may indicate the need for
River: N.F. Lick Creek Reach: N.F. Main
additional cross sections.
RS: 64800 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 .
This may indicate the need for additional cross sections .
River: N.F. Lick Creek Reach: N.F. Main RS: 63920 Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections.
River: N.F . Lick Creek Reach: N.F. Main RS: 63770 Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need f or additional cross sections.
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections .
River: N.F. Lick Creek Reach: N.F. Main RS: 63470 Profile: PF 1
Warning:The energy equation could not be balanced within the specified number of iterations.
The program selected the water
surface that had the least amount of error between computed and assumed values.
Warning:The velocity head has changed by more than 0 .5 ft (0.15 m). This may indicate the
need for additional cross sections.
warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections .
Warning:The energy l oss was greater than 1 .0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
Warning:During the standard step iterations, when the assumed water surface was set equal to
critical depth, the calculated
water surface came back below critical depth. This indicates that there is not a
valid subcritical answer. The
program defaulted to critical depth.
River: N.F. Lick Creek Reach: N.F. Main RS: 63220 Profile: PF 1
Warning:The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: N.F. Lick Creek Reach: N.F. Main RS: 62720 Profile: PF 1
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: N.F . Lick Creek Reach: N.F. Main RS: 61960 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: N.F. Lick Creek Reach: N.F. Main RS: 59900 Profil e: PF 1
Warning:Divided flow computed for this cross-section .
Warning:The energy loss was greater than 1 .0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: S.F. LICK CREEK Reach: AlexBranch RS: 8845. Profile: PF 1
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: AlexBranch
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S .F. LICK CREEK Reach: AlexBranch
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S .F. LICK CREEK Reach: AlexBranch
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: westfield
conveyance divided by downstream
additional cross sections.
RS: 8744. Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 8536. Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 8277. Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 11228. Profile: PF 1
conveyance) is less
conveyance) is less
conveyance) is less
conveyance ) is less
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section . This may indicate
the need for additional cross sections.
River: S.F. LICK CREEK Reach: westfield RS: 10978 . Profile: PF 1
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
Ri ver: S.F. LICK CREEK Reach: westfield RS: 10758. Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indi cate the need for additional cross sections.
River: S.F. LICK CREEK Reach: westfield RS: 10338. Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections.
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: S .F. LICK CREEK Reach: westfield RS: 10208. Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections.
warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River : S.F. LICK CREEK Reach: westfield RS: 10138. Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections.
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1 .4.
conveyance divided by downstream conveyance) is less
This may indicate the need for
River: S.F. LICK CREEK Reach: westfield
additional cross sections.
RS: 10058. Profile: PF 1
Warning:The energy equation could not be balanced within the specified number of iterations.
The program selected the water
surface that had the least amount of error between computed and assumed values.
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections .
Warning:The conveyance ratio (upstream conveyance divided by downstream conv eyanc e ) is less
than 0.7 or greater than 1 .4 .
This may indicate the need for additional cross sections.
Warning:During the standard step iterations, when the assumed water surface was set equal to
critical depth, the calculated
water surface came back below critical depth. This indicates that there is not a
valid subcritical answer. The
program defaulted to critical depth.
River: S.F. LICK CREEK Reach: westfield RS: 9568. Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conv eyance) is less
than 0 .7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: westfield
Warning:The conveyance ratio (upstream
than 0 .7 or greater than 1 .4 .
This may indicate the need for
River : S .F. LICK CREEK Reach: westfield
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1 .4 .
additional cross sections.
RS : 9458. Profile : PF 1
conveyance divided by downstream
additional cross sections.
RS: 8750 . Profile: PF 1
conveyance divided by downstream
additional cross sections.
RS: 7435 . Profile: PF 1
conv eyance) is less
conveyance) is less
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
additional cross sections.
RS: 6825 . Profile: PF 1
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 .
additional cross sections.
RS: 6784. Profile: PF 1
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4.
This may indicate the need for
River: S .F. LICK CREEK Reach : S.F. Main
additional cross sections.
RS: 6698. Profile : PF 1
Warning :The energy equation could not be balanced within the specified number of iterations.
The program used critical depth
for the water surface and continued on with the calculations.
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections.
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
Warning:During the standard step iterations, when the assumed water surface was set equal to
critical depth, the calculated
water surface came back below critical depth. This indicates that there is not a
valid subcritical answer. The
program defaulted to critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the
lowest, valid, energy was used.
River: S.F. LICK CREEK Reach: S.F. Main RS: 6675 . Profile: PF 1
Warning:The velocity head has changed by more than 0 .5 ft (0.15 m). This may indicate the
need for additional cross sections.
Warning:The c onveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S .F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
conveyance
additional
RS: 6423.
conveyance
additional
RS: 6175.
conveyance
divided by downstream conveyanc e) is less
cross sections.
Profile: PF 1
divided by downstream conveyance) is less
cross sections.
Profile: PF 1
divided by downstream conveyance) is less
than 0.7 or greater than 1 .4.
This may ind icate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1 .4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
additiona l
RS: S200.
conveyance
additional
RS: SOSO.
conveyance
additional
RS: 4810.
conveyance
cross sections.
Prof ile: PF 1
divided by downstream
cross sections.
Profile: PF 1
divided by downstream
cross sections.
Profil e: PF 1
divided by downstream
This may indicate the need for additional cross sections.
River: S.F. LICK CREEK Reach: S.F. Main RS: 4310. Profile: PF 1
conveyance) is less
conveyance) is less
conveyance) is less
Warning:The energy l oss was greater than 1.0 ft (0 .3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: S.F. LICK CREEK Reach: S.F. Main RS: 366S. Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: S.F. LICK CREEK Reach: S.F. Main RS: 3S38. Profile : PF 1
Warning:The velocity head has changed by more than O.S ft (O.lS m). This may indicate the
need for additional cross sections.
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4 .
This may indicate the need for
River : S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0 .7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
Warning:The conveyance ratio (upstream
than 0 .7 or greater than 1.4.
This may i ndicat e the need for
River: S.F. LICK CREEK Reach: S .F . Main
Warning:The conveyance r atio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: S.F. LICK CREEK Reach: S.F. Main
conveyance
additional
RS: 3S20.
conveyance
additional
RS: 2880.
conveyance
additional
RS: 2S60.
conveyance
additional
RS: 2210.
conveyance
additional
RS: 1060
divided by downstream conveyance) is less
cross sections.
Profile: PF 1
divided by downstream conveyance) is less
cross sections.
Profile: PF 1
divided by downstream conveyance) is less
cross sect ions.
Profile: PF 1
divided by downstream conveyance) is less
cross sections.
Profile: PF 1
divided by downstream conveyance) is less
cross sections.
Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
t han 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: S8600
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section . This may indicate
the need for additional cross sections.
River: Lick Cr eek Main Reach: Fema X-sect RS: S7300
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section . This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: S6000
Warning:The energy l oss was greater than 1.0 f t (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: S4700
Warning :The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: S3400
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections .
Pr ofile:
m). between
Profile:
m). between
Profile:
m). b etween
Profile:
m). between
Profile:
m). between
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
River: Lick Creek Main Reach: Fema X-sect RS: 52666 Profile: PF 1
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 51932 Profile: PF 1
Warning:Divided flow computed for this cross-section .
Warning:The energy loss was greater than 1.0 ft (0.3 m). between
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS : 51198 Profile:
Warning :Divided flow computed for this cross-section.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 50464 Profile:
Warning:Divided flow computed for this cross-section.
Warning :The energy loss was greater than 1.0 ft (0.3 m). between
cross section . This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 49730 Profile:
Warning:The energy loss was greater than 1.0 ft (0.3 m). between
cross section. This may indicate
the need for additional cross sections.
the
PF 1
the
PF 1
the
PF 1
the
River: Lick Creek Main Reach: Fema X-sect RS: 49120 Profile: PF 1
current and previous
current and previous
current and previous
current and previous
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 47900 Profile: PF 1
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 46940 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 45980 Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0 .15 m). This may indicate the
need for additional cross sections.
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4 .
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1 .0 ft (0 .3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 45020 Profile: PF 1
Warning:Divided flow computed for this cross-section.
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 43850 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 42680 Profile: PF 1
Warning:The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the
need for additional cross sections .
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: Lick Creek Main Reach: Fema X-sect
conveyance divided by downstream conveyance) is less
additional cross sections.
RS : 42584 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1 .4 .
This may indicate the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 42583 Profile: PF 1
Note: Yarnell answer is not valid if the water surface is above the low chord or if there
is weir flow. The Yarnel l answer
has been disregarded.
River: Lick Creek Main Reach: Fema X-sect RS: 42540 Profile: PF 1
Warning:The conveyance ratio {upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 42440 Profile: PF 1
Warning:The velocity head has changed by more than 0 .5 ft (0.15 m). This may indicate the
need for additional cross sections.
Warning:The conveyance ratio {upstream conveyance divided by downstream conveyance) is less
than 0 .7 or greater than 1 .4.
This may indicate the need for additional cross sections.
Warning:The energy loss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 41710
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section . This may indicate
the need for additional cross sections .
River: Lick Creek Main Reach: Fema X-sect RS: 41088
Warning:The energy loss was greater than 1.0 ft (0.3
cross section . This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 40466
Warning:The energy loss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 39844
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 39222
Warning :The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 35280
Profile:
m). between
Profile:
m). between
Profile:
m). between
Profil e:
m). between
Profile :
m). between
Profile:
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
Warning:The conveyance ratio {upstream
than 0.7 or greater than 1 .4.
conveyance divided by downstream conveyance) is less
This may indicate the need for
River: Lick Creek Main Reach: Fema X-sect
additional cross sections.
RS: 34200 Profile: PF 1
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 33586
Warning:The energy l oss was greater than 1.0 ft (0 .3
cross section . This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 32972
Warning :The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 32358
Warning:The energy l oss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 31744
Warning :Divided flow computed for this cross-section.
m).
m).
m).
Profile: PF 1
between the current and previous
Profile : PF 1
between the current and previous
Profile: PF 1
between the current and previous
Profile: PF 1
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 30520 Profile: PF 1
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross secti on. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 29910 Profile: PF 1
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 28690 Profile: PF 1
Warning:The conveyance ratio {upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 26340 Profile : PF 1
Warning:The energy l oss was greater than 1.0 ft (0.3 m). between the current and previous
cross section. This may indicate
the need for additional cross sections .
River: Lick Creek Main Reach: Fema X-sect RS: 24490
Warning:The energy loss was greater than 1 .0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 22640
Warning:The energy loss was greater than 1.0 ft (0.3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 20790
Warning:The energy loss was greater than 1.0 ft (0 .3
cross section. This may indicate
the need for additional cross sections.
River: Lick Creek Main Reach: Fema X-sect RS: 20185
Profile:
m) . between
Profile:
m) . between
Profile:
m). between
Profile:
PF 1
the current and previous
PF 1
the current and previous
PF 1
the current and previous
PF 1
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
conveyance divided by downstream conveyance) is less
This may indicate the need for
River: Lick Creek Main Reach: Fema X-sect
additional cross sections.
RS: 13905 Profile: PF 1
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections.
Warning:The parabolic search method failed to converge on critical depth. The program will
try the cross section
slice/secant method to find critical depth.
Note: Multiple critical depths were found at this location. The critical depth with the
lowest, valid, water surface was
used .
River: Lick Creek Main Reach: Fema X-sect RS: 13880.5 Profile: PF 1
Warning:During subcritical analysis, while trying to calculate culvert and weir flow, the
program could not get a balance of
energy within the specified tolerance and number of trials. The program used the
solution with the minimum error.
Warning:The weir over culvert is submerged.
River: Lick Creek Main Reach: Fema X-sect RS: 13857 Profile: PF 1
Warning:The conveyance ratio (upstream
than 0.7 or greater than 1.4.
This may indicate the need for
River: Lick Creek Main Reach: Fema X-sect
conveyance divided by downstream conveyance) is less
additional cross sections.
RS: 13856 Profile: PF 1
Warning:The parabolic search method failed to converge on critical depth. The program will
try the cross section
slice/secant method to find critical depth.
River: Lick Creek Main Reach: Fema X-sect RS: 12880 Profile: PF 1
Warning:The cross-section end points had to be extended vertically for the computed water
surface.
River: Lick Creek Main Reach: Fema X-sect RS: 10815 Profile: PF 1
Warning:The cross-section end points had to be extended vertically for the computed water
surface.
Warning:The conveyance ratio (upstream conveyance divided by downstream conveyance) is less
than 0.7 or greater than 1.4.
This may indicate the need for additional cross sections .