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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Appendix 2 39<br />
Table 2–1. Selected Hydrologic Engineers Center’s River Analysis System output <strong>for</strong> Chippewa Creek, Medina, Wayne, and Summit<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 />
57895<br />
58298<br />
58664<br />
58758<br />
58775<br />
58789<br />
58830<br />
59197<br />
59547<br />
59864<br />
60198<br />
60551<br />
60911<br />
61169<br />
61545<br />
61584<br />
61603<br />
61621<br />
61736<br />
62179<br />
62569<br />
62957<br />
63398<br />
63869<br />
64302<br />
64643<br />
64690<br />
64706<br />
64721<br />
64754<br />
65216<br />
65654<br />
65987<br />
66321<br />
66365<br />
66382<br />
66404<br />
66474<br />
66782<br />
67142<br />
67537<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
1410<br />
1410<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1330<br />
1070<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
940.6<br />
940.5<br />
940<br />
945<br />
945<br />
944.3<br />
944.2<br />
944.1<br />
944<br />
943.9<br />
943.8<br />
943.7<br />
943.6<br />
943.5<br />
947.7<br />
947.7<br />
946<br />
946.6<br />
947.2<br />
947.8<br />
948.4<br />
949.1<br />
949.7<br />
950.2<br />
949.5<br />
949.5<br />
950.6<br />
950.4<br />
950.1<br />
950<br />
949.8<br />
951.8<br />
951.8<br />
951.4<br />
951.9<br />
952.5<br />
953.1<br />
Watersurface<br />
elevation<br />
(ft)<br />
954.72<br />
954.83<br />
954.93<br />
954.93<br />
954.86<br />
955.16<br />
955.35<br />
955.48<br />
955.56<br />
955.67<br />
955.8<br />
955.92<br />
956.02<br />
956.14<br />
956.14<br />
956.05<br />
956.35<br />
956.73<br />
957.02<br />
957.34<br />
957.71<br />
958.14<br />
958.63<br />
959.03<br />
959.2<br />
959.25<br />
959.25<br />
959.78<br />
960.02<br />
960.23<br />
960.35<br />
960.43<br />
960.45<br />
960.51<br />
960.83<br />
961.14<br />
961.55<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 />
954.83 0.000285 2.69<br />
954.94 0.000262 2.66<br />
955.05 0.000346 2.8<br />
955.14 0.000697 3.66<br />
Shorle Road (multiple opening)<br />
955.27 0.001131 5.09<br />
955.36 0.000449 3.52<br />
955.5 0.000343 3.15<br />
955.62 0.000298 3.02<br />
955.72 0.000319 3.14<br />
955.83 0.000353 3.26<br />
955.95 0.000333 3.17<br />
956.09 0.000375 3.31<br />
956.18 0.000343 3.19<br />
956.31 0.000347 3.34<br />
956.35 0.000482 3.63<br />
Frick Road / Township Road 215 (bridge)<br />
956.49 0.001528 5.32<br />
956.66 0.000809 4.44<br />
957.01 0.000756 4.24<br />
957.32 0.000813 4.36<br />
957.63 0.000819 4.32<br />
958.03 0.000918 4.55<br />
958.52 0.00113 4.97<br />
959.01 0.001136 4.97<br />
959.44 0.001346 5.14<br />
959.52 0.000839 4.54<br />
Seville Road / County Highway 60 (bridge)<br />
959.56 0.000832 4.5<br />
959.62 0.001147 4.9<br />
959.99 0.000551 3.7<br />
960.24 0.000556 3.72<br />
960.41 0.00045 3.37<br />
960.64 0.000836 4.34<br />
960.69 0.000713 4.09<br />
Sterling Road / County Highway 504 (bridge)<br />
960.73 0.000908 4.27<br />
960.81 0.00106 4.39<br />
961.1 0.000835 4.12<br />
961.42 0.000927 4.21<br />
961.74 0.000661 3.53<br />
Flow area<br />
(ft 2 )<br />
525.01<br />
529.78<br />
474.92<br />
363.31<br />
261.43<br />
378.32<br />
422.61<br />
440.57<br />
423.83<br />
408.48<br />
419.67<br />
401.93<br />
416.69<br />
398.8<br />
366.47<br />
250.03<br />
299.52<br />
313.63<br />
305.33<br />
308.16<br />
292.56<br />
267.71<br />
267.42<br />
258.61<br />
293.26<br />
295.45<br />
271.52<br />
359.29<br />
357.96<br />
394.45<br />
306.43<br />
324.94<br />
311.67<br />
303.13<br />
322.61<br />
315.79<br />
302.73<br />
Top width<br />
(ft)<br />
97.2<br />
130<br />
121<br />
768<br />
77.2<br />
90.2<br />
97.6<br />
103<br />
308<br />
101<br />
128<br />
124<br />
175<br />
65.4<br />
67.7<br />
539<br />
47.1<br />
49.7<br />
49.6<br />
52.1<br />
49.4<br />
44.9<br />
46.8<br />
50.4<br />
46.7<br />
47.3<br />
50.0<br />
57.9<br />
57.8<br />
63.7<br />
52.5<br />
216<br />
60.26<br />
103.35<br />
55.53<br />
57.39<br />
55.43<br />
Froude<br />
number in<br />
channel<br />
0.16<br />
0.15<br />
0.16<br />
0.22<br />
0.37<br />
0.23<br />
0.21<br />
0.2<br />
0.2<br />
0.21<br />
0.2<br />
0.21<br />
0.2<br />
0.21<br />
0.24<br />
0.43<br />
0.31<br />
0.3<br />
0.31<br />
0.31<br />
0.33<br />
0.36<br />
0.37<br />
0.4<br />
0.32<br />
0.32<br />
0.37<br />
0.26<br />
0.26<br />
0.24<br />
0.32<br />
0.3<br />
0.32<br />
0.33<br />
0.3<br />
0.32<br />
0.27
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