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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50 <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<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 />
14798<br />
14828<br />
14855<br />
14874<br />
14941<br />
15233<br />
15534<br />
15805<br />
16077<br />
16358<br />
16682<br />
17003<br />
17358<br />
17708<br />
17786<br />
17792.5<br />
17801<br />
17844<br />
18295<br />
18683<br />
19052<br />
19290<br />
19623<br />
19909<br />
20184<br />
20478<br />
20521<br />
20547<br />
20573<br />
20648<br />
20843<br />
21164<br />
21395<br />
21718<br />
21779<br />
21792<br />
21805<br />
21858<br />
22235<br />
22504<br />
22805<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<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 />
506<br />
506<br />
506<br />
506<br />
506<br />
506<br />
506<br />
506<br />
506<br />
506<br />
448<br />
448<br />
448<br />
448<br />
448<br />
448<br />
448<br />
448<br />
448<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
948.9<br />
948.7<br />
948.7<br />
949.3<br />
949.44<br />
949.58<br />
949.71<br />
949.83<br />
949.97<br />
950.12<br />
950.27<br />
950.44<br />
950.6<br />
952.38<br />
952.4<br />
952<br />
952.12<br />
952.22<br />
952.32<br />
952.38<br />
952.47<br />
952.55<br />
952.62<br />
952.7<br />
953.7<br />
953.7<br />
953<br />
953.11<br />
953.29<br />
953.4<br />
953.6<br />
953.9<br />
953.9<br />
955.2<br />
955.3<br />
955.38<br />
955.46<br />
Watersurface<br />
elevation<br />
(ft)<br />
956.59<br />
956.67<br />
956.69<br />
956.71<br />
956.89<br />
957.08<br />
957.29<br />
957.47<br />
957.72<br />
957.99<br />
958.26<br />
958.44<br />
958.71<br />
958.79<br />
959.49<br />
959.52<br />
959.7<br />
959.84<br />
960<br />
960.06<br />
960.11<br />
960.19<br />
960.27<br />
960.47<br />
960.57<br />
960.58<br />
960.58<br />
960.66<br />
960.78<br />
960.83<br />
960.95<br />
960.95<br />
961.07<br />
961.16<br />
961.27<br />
961.39<br />
961.49<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 />
956.76 0.000729 3.26<br />
956.79 0.000406 2.79<br />
Wall Road (multiple opening)<br />
956.81 0.000396 2.75<br />
956.86 0.000645 3.16<br />
957.05 0.000615 3.2<br />
957.25 0.00071 3.31<br />
957.44 0.000717 3.18<br />
957.66 0.000812 3.47<br />
957.9 0.000874 3.4<br />
958.17 0.000821 3.39<br />
958.38 0.00048 2.74<br />
958.61 0.000814 3.33<br />
958.84 0.000538 2.93<br />
958.89 0.000359 2.51<br />
Low head dam (culvert)<br />
959.57 0.00023 2.18<br />
959.59 0.000573 2.48<br />
959.8 0.000362 2.57<br />
959.94 0.000378 2.64<br />
960.05 0.000201 1.82<br />
960.1 0.000163 1.65<br />
960.17 0.000248 1.95<br />
960.25 0.000294 2.04<br />
960.39 0.000775 2.79<br />
960.59 0.000623 2.77<br />
960.63 0.000222<br />
Seville Road (bridge)<br />
1.93<br />
960.64 0.000175 1.97<br />
960.68 0.000335 2.52<br />
960.74 0.000306 2.36<br />
960.83 0.000236 2.01<br />
960.91 0.00037 2.38<br />
961.04 0.000422 2.43<br />
961.1 0.000886<br />
Private drive (bridge)<br />
3.07<br />
961.18 0.000666 2.7<br />
961.22 0.000275 1.99<br />
961.36 0.000448 2.38<br />
961.46 0.000309 2.17<br />
961.56 0.000369 2.25<br />
Flow area<br />
(ft 2 )<br />
233.77<br />
273.83<br />
277.48<br />
241.64<br />
238.58<br />
230.4<br />
240.05<br />
219.58<br />
224.5<br />
225.04<br />
280.06<br />
229.46<br />
278.46<br />
304.45<br />
350.17<br />
555.51<br />
338.43<br />
296.36<br />
285.67<br />
362.69<br />
268.07<br />
248.38<br />
191.44<br />
182.58<br />
280.28<br />
274.61<br />
201.13<br />
252.11<br />
344.84<br />
245.31<br />
184.07<br />
146.43<br />
166.03<br />
256.15<br />
192.93<br />
247.53<br />
207.49<br />
Top width<br />
(ft)<br />
51.7<br />
54.44<br />
109.3<br />
83.02<br />
47.61<br />
48.2<br />
56.06<br />
48.45<br />
49.47<br />
47.15<br />
64.77<br />
109.9<br />
743.2<br />
897.1<br />
1081<br />
759.5<br />
117.6<br />
517.4<br />
744.7<br />
778.1<br />
1073<br />
897.5<br />
915.4<br />
918.8<br />
988.5<br />
1109<br />
884.8<br />
913.1<br />
881.6<br />
760<br />
771.7<br />
617.3<br />
564<br />
539.5<br />
83.73<br />
376.1<br />
78.57<br />
Froude<br />
number in<br />
channel<br />
0.27<br />
0.21<br />
0.21<br />
0.26<br />
0.25<br />
0.27<br />
0.27<br />
0.29<br />
0.28<br />
0.27<br />
0.21<br />
0.26<br />
0.23<br />
0.18<br />
0.15<br />
0.22<br />
0.19<br />
0.19<br />
0.14<br />
0.13<br />
0.15<br />
0.17<br />
0.26<br />
0.23<br />
0.15<br />
0.15<br />
0.2<br />
0.19<br />
0.17<br />
0.19<br />
0.2<br />
0.29<br />
0.25<br />
0.17<br />
0.21<br />
0.18<br />
0.19
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