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 45<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 />
<strong>Stream</strong>flow<br />
(ft 3 /s)<br />
Minimum<br />
elevation<br />
in channel<br />
(ft)<br />
Watersurface<br />
elevation<br />
(ft)<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 />
Top width<br />
(ft)<br />
Froude<br />
number in<br />
channel<br />
123077 State Route 162 / Wedgewood Road (bridge)<br />
123099 369 987.8 994.95 995.02 0.000415 2.01 183.3 46.8 0.18<br />
123152 369 987.5 994.98 995.04 0.000408 2.03 181.92 42.3 0.17<br />
123373 369 988 995.1 995.21 0.001471 2.71 136.41 52.6 0.3<br />
123677 369 988.7 995.45 995.62 0.001155 3.29 112.28 22.3 0.26<br />
124001 369 989.4 995.82 995.97 0.001022 3.17 116.52 24.6 0.26<br />
124338 369 990.2 996.17 996.3 0.000909 2.86 128.87 33.9 0.26<br />
1 Referenced to feet above mouth.
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