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 37<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 />
35181<br />
35580<br />
36039<br />
36176<br />
36467<br />
36932<br />
37314<br />
37739<br />
38109<br />
38526<br />
38966<br />
39294<br />
39586<br />
39846<br />
40103<br />
40426<br />
40822<br />
41177<br />
41321<br />
41350<br />
41377<br />
41438<br />
41788<br />
42226<br />
42620<br />
43012<br />
43447<br />
43912<br />
44302<br />
44669<br />
45144<br />
45196<br />
45205<br />
45206<br />
45241<br />
45664<br />
46034<br />
46409<br />
46617<br />
46739<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2440<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
2050<br />
1520<br />
1520<br />
1520<br />
1520<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
935.4<br />
935.5<br />
935.7<br />
935.7<br />
935.8<br />
935.9<br />
936<br />
936.1<br />
936.2<br />
936.4<br />
936.5<br />
936.6<br />
936.7<br />
936.7<br />
936.8<br />
936.9<br />
937<br />
937.1<br />
937.1<br />
937.1<br />
937.3<br />
937.1<br />
936.9<br />
936.7<br />
936.5<br />
936.2<br />
936<br />
935.8<br />
935.6<br />
935.3<br />
938.8<br />
940.8<br />
940.8<br />
940.6<br />
940.4<br />
940.2<br />
940.1<br />
939.3<br />
Watersurface<br />
elevation<br />
(ft)<br />
948.18<br />
948.24<br />
948.32<br />
948.34<br />
948.41<br />
948.49<br />
948.54<br />
948.62<br />
948.69<br />
948.76<br />
948.83<br />
948.88<br />
948.94<br />
948.98<br />
949.02<br />
949.07<br />
949.16<br />
949.23<br />
949.26<br />
949.28<br />
949.29<br />
949.37<br />
949.46<br />
949.52<br />
949.59<br />
949.67<br />
949.76<br />
949.81<br />
949.87<br />
949.94<br />
949.94<br />
949.99<br />
950<br />
950.13<br />
950.25<br />
950.38<br />
950.41<br />
950.41<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 />
948.27 0.000158 2.33<br />
948.33 0.000172 2.38<br />
948.41 0.000175 2.4<br />
948.44 0.000203 2.51<br />
948.49 0.000164 2.39<br />
948.57 0.000145 2.27<br />
948.63 0.00017 2.35<br />
948.71 0.000189 2.43<br />
948.77 0.000169 2.37<br />
948.84 0.000168 2.35<br />
948.92 0.00016 2.33<br />
948.97 0.000168 2.36<br />
949.02 0.000164 2.32<br />
949.06 0.000165 2.33<br />
949.1 0.000165 2.32<br />
949.16 0.000191 2.41<br />
949.24 0.000183 2.24<br />
949.31 0.0002 2.22<br />
949.33 0.000162 2.15<br />
State Route 57 / Wadsworth Road (bridge)<br />
949.35 0.000161 2.14<br />
949.37 0.000225 2.29<br />
949.45 0.000211 2.28<br />
949.53 0.000165 2.18<br />
949.6 0.000181 2.28<br />
949.67 0.000175 2.26<br />
949.75 0.000184 2.28<br />
949.82 0.000143 2.11<br />
949.88 0.000155 2.12<br />
949.94 0.00015 2.1<br />
950 0.000122 2.04<br />
950.01 0.000157 2.18<br />
Low head dam (inline structure)<br />
950.11 0.00032 2.77<br />
950.12 0.000319 2.76<br />
950.25 0.000298 2.76<br />
950.36 0.000318 2.74<br />
950.46 0.000193 2.25<br />
950.52 0.000298 2.7<br />
950.62 0.000713 3.69<br />
Flow area<br />
(ft 2 )<br />
1046.97<br />
1043.53<br />
1016.49<br />
973.75<br />
1022.63<br />
1077.75<br />
1039.19<br />
1006.1<br />
1027.72<br />
1038.82<br />
1047.47<br />
1033.85<br />
1051.42<br />
1047.55<br />
1052.67<br />
1013.56<br />
1089.88<br />
1098.79<br />
1136.39<br />
1139.09<br />
1067.03<br />
1077.64<br />
939.55<br />
897.72<br />
908.38<br />
898.85<br />
971.18<br />
969.17<br />
973.92<br />
1002.97<br />
941.21<br />
741.32<br />
742.41<br />
742.77<br />
555.57<br />
814.96<br />
562.75<br />
412<br />
Top width<br />
(ft)<br />
1600<br />
1716<br />
959<br />
719<br />
843<br />
1267<br />
1219<br />
1337<br />
1425<br />
890<br />
694<br />
489<br />
387<br />
660<br />
758<br />
613<br />
893<br />
2138<br />
133<br />
133<br />
480<br />
151<br />
230<br />
226<br />
267<br />
241<br />
242<br />
699<br />
396<br />
194<br />
208<br />
203<br />
200<br />
171<br />
234<br />
435<br />
468<br />
233<br />
Froude<br />
number in<br />
channel<br />
0.13<br />
0.13<br />
0.13<br />
0.14<br />
0.13<br />
0.12<br />
0.13<br />
0.14<br />
0.13<br />
0.13<br />
0.13<br />
0.13<br />
0.13<br />
0.13<br />
0.13<br />
0.14<br />
0.14<br />
0.14<br />
0.13<br />
0.13<br />
0.15<br />
0.14<br />
0.13<br />
0.13<br />
0.13<br />
0.13<br />
0.12<br />
0.12<br />
0.12<br />
0.11<br />
0.13<br />
0.18<br />
0.18<br />
0.17<br />
0.17<br />
0.14<br />
0.17<br />
0.25
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