Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
Stream-Profile Analyses Using a Step-Backwater Model for ... - USGS
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48 <strong>Stream</strong>-<strong>Profile</strong> <strong>Analyses</strong> <strong>Using</strong> a <strong>Step</strong>-<strong>Backwater</strong> <strong>Model</strong> <strong>for</strong> Selected Reaches in the Chippewa Creek Basin in Ohio<br />
Table 2–3. Selected Hydrologic Engineers Center’s River Analysis System output <strong>for</strong> River Styx, Medina and Wayne<br />
Counties, Ohio.—Continued<br />
[ft 3 /s, cubic feet per second; ft, feet; ft/ft, foot per foot; ft/s, feet per second; ft 2 , square feet]<br />
River<br />
station 1<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
Watersurface<br />
elevation<br />
(ft)<br />
Energy<br />
grade<br />
elevation<br />
(ft)<br />
Energy<br />
grade slope<br />
(ft/ft)<br />
Mean<br />
velocity in<br />
channel<br />
(ft/s)<br />
Flow area<br />
(ft 2 )<br />
Top width<br />
(ft)<br />
Froude<br />
number in<br />
channel<br />
189 831 938 945.07 945.17 0.000387 2.47 336.25 134.4 0.18<br />
481 831 938.1 945.19 945.28 0.000379 2.38 348.77 144.6 0.18<br />
782 831 938.2 945.3 945.39 0.000386 2.43 342.27 136.4 0.18<br />
1172 831 938.38 945.45 945.55 0.000409 2.49 334 136 0.19<br />
1515 831 938.5 945.6 945.72 0.000571 2.82 294.59 131.4 0.22<br />
1787 831 938.6 945.76 945.87 0.00054 2.73 304.78 138.5 0.21<br />
2190 831 938.77 945.98 946.08 0.0005 2.61 318.6 150.7 0.2<br />
2470 831 938.88 946.12 946.21 0.000384 2.43 342.55 145.7 0.18<br />
2685 831 939 946.2 946.31 0.000518 2.69 309.35 140.9 0.21<br />
2883 831 939.1 946.3 946.42 0.000541 2.72 305.48 58.52 0.21<br />
3147 831 939.14 946.44 946.56 0.000536 2.77 300.49 56.77 0.21<br />
3458 831 939.26 946.61 946.73 0.000568 2.84 292.2 56.08 0.22<br />
3807 831 939.4 946.8 947.04 0.001136 3.87 214.88 41.15 0.3<br />
3818 831 940.1 946.85 947.06 0.000979 3.61 229.93 44.63 0.28<br />
3842 Railroad (bridge)<br />
3866 831 940.1 946.91 947.1 0.000951 3.58 232.2 44.71 0.28<br />
3905 831 939.7 946.93 947.16 0.001094 3.87 214.51 40.64 0.3<br />
3924 831 940.1 946.93 947.21 0.00136 4.22 196.82 38.19 0.33<br />
3940 Salt Street (bridge)<br />
3957 831 940.1 946.94 947.31 0.002037 4.93 168.45 35.24 0.4<br />
3969 831 940.1 946.98 947.34 0.002007 4.83 171.97 36.27 0.39<br />
3990 831 940 947.22 947.42 0.000932 3.57 232.82 44.06 0.27<br />
4003 Abandoned railroad (bridge)<br />
4016 831 940 947.25 947.44 0.00092 3.55 233.95 44.18 0.27<br />
4050 831 939.9 947.27 947.48 0.001005 3.65 227.44 44.13 0.28<br />
4078 831 940.3 947.3 947.52 0.001093 3.75 221.76 45.48 0.3<br />
4093 Abandoned railroad (bridge)<br />
4109 831 940.3 947.34 947.55 0.00107 3.72 223.47 45.64 0.3<br />
4232 831 940 947.48 947.68 0.000967 3.6 231 44.06 0.28<br />
4291 831 940.4 947.53 947.75 0.001087 3.7 224.86 46.6 0.3<br />
4317 Private road (bridge)<br />
4344 831 940.4 947.6 947.8 0.00105 3.65 227.81 46.92 0.29<br />
4368 831 940.2 947.61 947.84 0.001153 3.84 216.16 43.19 0.3<br />
4514 831 940.34 947.82 947.98 0.000764 3.24 256.71 47.72 0.25<br />
4710 831 940.53 947.99 948.11 0.00054 2.81 295.22 53.97 0.21<br />
5180 831 940.99 948.24 948.36 0.000528 2.81 295.35 106.4 0.21<br />
5393 831 941.2 948.35 948.49 0.000617 2.98 278.71 51.73 0.23<br />
5433 831 940.8 948.36 948.54 0.000832 3.4 244.19 46.79 0.26<br />
5452 Pipeline / private road (bridge)<br />
5471 831 940.8 948.38 948.63 0.001302 3.99 208.32 44.32 0.32<br />
5585 831 941.7 948.63 948.76 0.000533 2.86 290.99 51.19 0.21
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