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 55<br />
Table 2–4. Selected Hydrologic Engineers Center’s River Analysis System output <strong>for</strong> Little Chippewa Creek, Wayne County, 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 />
10171<br />
10511<br />
10805<br />
11148<br />
11511<br />
11540<br />
11597<br />
11634<br />
11673<br />
11865<br />
12065<br />
12195<br />
12305<br />
12705<br />
13024<br />
13251<br />
13422<br />
13573<br />
13916<br />
14336<br />
14774<br />
15231<br />
15507<br />
15805<br />
16054<br />
16328<br />
16697<br />
17040<br />
17272<br />
17552<br />
17835<br />
18186<br />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
772<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
751<br />
680<br />
1 Referenced to feet above mouth.<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
944.27<br />
944.4<br />
944.52<br />
944.66<br />
944.8<br />
947.3<br />
947.3<br />
946.2<br />
946.35<br />
946.51<br />
946.61<br />
946.69<br />
947.01<br />
947.26<br />
947.44<br />
947.57<br />
947.69<br />
947.96<br />
948.29<br />
948.63<br />
948.99<br />
949.2<br />
949.44<br />
949.63<br />
949.85<br />
950.13<br />
950.4<br />
950.58<br />
950.8<br />
951.03<br />
951.3<br />
Watersurface<br />
elevation<br />
(ft)<br />
955.12<br />
955.31<br />
955.52<br />
955.64<br />
955.87<br />
955.88<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 />
955.27 0.000555 3.1 249.27<br />
955.47 0.000638 3.23 232.66<br />
955.62 0.000358 2.55 294.75<br />
955.79 0.000623 3.08 244.18<br />
955.96 0.000356 2.47 307.07<br />
955.98 0.000411 2.52 298.66<br />
State Route 604 / Easton Road (multiple opening)<br />
955.93 956.03 0.000399 2.5 301.51<br />
955.94 956.1 0.000861 3.23 232.53<br />
956.11 956.21 0.000344 2.46 312.15<br />
956.18 956.29 0.000397 2.64 287.14<br />
956.23 956.34 0.000369 2.57 296.68<br />
956.27 956.38 0.000412 2.63 288.24<br />
956.43 956.55 0.000417 2.71 279.52<br />
956.57 956.68 0.0004 2.63 286.52<br />
956.66 956.78 0.000437 2.72 276.78<br />
956.73 956.86 0.000538 2.91 258.6<br />
956.82 956.94 0.000419 2.77 272.46<br />
956.97 957.1 0.00052 2.92 259.37<br />
957.19 957.3 0.000436 2.73 276.44<br />
957.38 957.51 0.000498 2.86 263.66<br />
957.62 957.75 0.000569 2.98 252.41<br />
957.78 957.89 0.000428 2.75 289.52<br />
957.91 958.04 0.00055 2.97 255.28<br />
958.05 958.15 0.000332 2.53 304.26<br />
958.14 958.3 0.000748 3.21 234.84<br />
958.42 958.59 0.000828 3.31 227.15<br />
958.69 958.82 0.00051 2.86 270.24<br />
958.81 958.98 0.000797 3.26 231.35<br />
959.03 959.18 0.000691 3.17 237.61<br />
959.22 959.36 0.00056 3.04 258.53<br />
959.46 959.65 0.001171 3.52 193.31<br />
Top width<br />
(ft)<br />
3392<br />
3709<br />
3088<br />
2227<br />
2289<br />
2108<br />
3194<br />
2967<br />
940.1<br />
683.7<br />
589.7<br />
111.8<br />
97.73<br />
49.85<br />
294.5<br />
69.83<br />
44.27<br />
48.12<br />
48.91<br />
47.73<br />
43.22<br />
59.91<br />
46.94<br />
53.86<br />
47.44<br />
41.91<br />
56.85<br />
47.6<br />
46.15<br />
50.8<br />
43.55<br />
Froude<br />
number in<br />
channel<br />
0.2<br />
0.21<br />
0.17<br />
0.21<br />
0.17<br />
0.19<br />
0.18<br />
0.25<br />
0.17<br />
0.19<br />
0.18<br />
0.19<br />
0.19<br />
0.19<br />
0.19<br />
0.21<br />
0.19<br />
0.21<br />
0.19<br />
0.21<br />
0.22<br />
0.19<br />
0.21<br />
0.17<br />
0.25<br />
0.25<br />
0.21<br />
0.25<br />
0.24<br />
0.22<br />
0.29