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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Table 2–3. Selected Hydrologic Engineers Center’s River Analysis System<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 />
5805<br />
6097<br />
6292<br />
6358<br />
6372<br />
6387<br />
6451<br />
6466<br />
6490<br />
6514<br />
6596<br />
6911<br />
7295<br />
7675<br />
8014<br />
8298<br />
8585<br />
8867<br />
8893<br />
8926<br />
8959<br />
9043<br />
9235<br />
9609<br />
9940<br />
10212<br />
10586<br />
11004<br />
11441<br />
11912<br />
11943<br />
11980<br />
12016<br />
12080<br />
12484<br />
12779<br />
13078<br />
13395<br />
13753<br />
14118<br />
14425<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
831<br />
831<br />
831<br />
831<br />
831<br />
831<br />
831<br />
831<br />
831<br />
831<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
763<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
941.7<br />
941.7<br />
941.7<br />
942.8<br />
942.8<br />
941.8<br />
943.2<br />
943.2<br />
943.2<br />
943.31<br />
943.45<br />
943.58<br />
943.7<br />
943.8<br />
943.9<br />
944<br />
943.8<br />
943.8<br />
943.2<br />
943.42<br />
943.85<br />
944.23<br />
944.54<br />
944.97<br />
945.5<br />
946<br />
946.5<br />
946.9<br />
946.9<br />
947<br />
947.3<br />
947.5<br />
947.7<br />
947.9<br />
948.17<br />
948.42<br />
948.64<br />
Watersurface<br />
elevation<br />
(ft)<br />
948.76<br />
948.9<br />
948.98<br />
949<br />
949.05<br />
949.2<br />
949.27<br />
949.37<br />
949.46<br />
949.69<br />
949.94<br />
950.31<br />
950.58<br />
950.77<br />
951.03<br />
951.25<br />
951.34<br />
951.4<br />
951.45<br />
951.67<br />
951.88<br />
952.1<br />
952.39<br />
952.89<br />
953.36<br />
954.03<br />
954.66<br />
954.8<br />
954.88<br />
954.99<br />
955.22<br />
955.39<br />
955.56<br />
955.74<br />
955.96<br />
956.17<br />
956.35<br />
Energy<br />
grade<br />
elevation<br />
(ft)<br />
Energy<br />
grade slope<br />
(ft/ft)<br />
output <strong>for</strong> River Styx, Medina and Wayne<br />
Mean<br />
velocity in<br />
channel<br />
(ft/s)<br />
948.87 0.000472 2.61<br />
949.01 0.000475 2.65<br />
949.14 0.000767 3.14<br />
949.25 0.001455<br />
Railroad (bridge)<br />
4.03<br />
949.3 0.001411 3.99<br />
949.41 0.001859 3.71<br />
949.44 0.000941 3.32<br />
Grant Street / East Ohio Avenue (bridge)<br />
949.53 0.000886 3.24<br />
949.6 0.000746 3.04<br />
949.82 0.000623 2.91<br />
950.13 0.000989 3.51<br />
950.47 0.000789 3.22<br />
950.71 0.000654 2.91<br />
950.95 0.00091 3.42<br />
951.19 0.000805 3.24<br />
951.46 0.000993 3.61<br />
951.49 0.000834 3.18<br />
East Sunset Drive (bridge)<br />
951.55 0.000816 3.14<br />
951.64 0.000974 3.52<br />
951.79 0.000559 2.82<br />
952.02 0.000655 3.05<br />
952.31 0.001013 3.63<br />
952.63 0.001343 3.92<br />
953.08 0.001073 3.53<br />
953.64 0.001537 4.27<br />
954.25 0.001248 3.81<br />
954.94 0.001631 4.26<br />
955 0.001116 3.63<br />
Eastern Road (bridge)<br />
955.08 0.001011 3.58<br />
955.14 0.000581 3.11<br />
955.38 0.000569 3.2<br />
955.55 0.00056 3.15<br />
955.72 0.000588 3.25<br />
955.91 0.000583 3.25<br />
956.11 0.000558 3.11<br />
956.32 0.000593 3.13<br />
956.51 0.000609 3.23<br />
Flow area<br />
(ft 2 )<br />
317.97<br />
313.12<br />
264.47<br />
206.22<br />
208.46<br />
224.07<br />
250.58<br />
256.16<br />
273.24<br />
285.27<br />
217.34<br />
237.14<br />
261.89<br />
223.38<br />
235.38<br />
211.55<br />
239.81<br />
242.92<br />
216.47<br />
270.09<br />
250.14<br />
210.02<br />
194.7<br />
215.92<br />
178.66<br />
200.13<br />
179.02<br />
210.27<br />
213.25<br />
245.45<br />
238.4<br />
242.06<br />
234.89<br />
234.73<br />
245.04<br />
243.88<br />
236.14<br />
Top width<br />
(ft)<br />
Appendix 2 49<br />
60.79<br />
58.33<br />
53.4<br />
46.78<br />
46.95<br />
72.08<br />
56.73<br />
57.26<br />
57.09<br />
56.99<br />
45.72<br />
48.12<br />
54.41<br />
45.56<br />
47.58<br />
41.47<br />
51.76<br />
52.62<br />
43.88<br />
51.1<br />
46.14<br />
41.15<br />
42.58<br />
47.47<br />
36.83<br />
45.36<br />
38.86<br />
46.16<br />
43.67<br />
48.54<br />
43.43<br />
44.92<br />
43.42<br />
42.43<br />
46.74<br />
48.57<br />
45.22<br />
Froude<br />
number in<br />
channel<br />
0.2<br />
0.2<br />
0.25<br />
0.34<br />
0.33<br />
0.37<br />
0.28<br />
0.27<br />
0.24<br />
0.23<br />
0.28<br />
0.26<br />
0.23<br />
0.27<br />
0.26<br />
0.28<br />
0.26<br />
0.26<br />
0.28<br />
0.22<br />
0.23<br />
0.28<br />
0.32<br />
0.29<br />
0.34<br />
0.31<br />
0.35<br />
0.3<br />
0.29<br />
0.24<br />
0.24<br />
0.24<br />
0.25<br />
0.24<br />
0.24<br />
0.25<br />
0.25
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