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 47<br />
Table 2–2. Selected Hydrologic Engineers Center’s River Analysis System output <strong>for</strong> Westfield Ditch, Medina 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 />
<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 />
10334 Kennard Road (culvert)<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 />
10370 47 986 988.65 988.67 0.000444 1.05 44.95 28.24 0.15<br />
10394 47 986.6 988.66 988.68 0.000527 1.1 42.64 28.3 0.16<br />
10549 47 987 988.81 988.86 0.003559 1.61 29.13 22.1 0.25<br />
10833 47 988 989.89 989.95 0.004149 1.87 25.13 16.54 0.27<br />
11054 47 989 990.23 990.23 0.000625 0.48 101.25 1149 0.1<br />
11485 47 990 990.6 990.61 0.001213 0.57 89.98 789.2 0.13<br />
11637 47 990 990.9 990.92 0.004102 1.16 40.58 546.1 0.24<br />
11700 47 990 991.05 991.05 0.001207 0.72 65.61 348.3 0.14<br />
11781 47 990 991.1 991.1 0.000384 0.42 110.97 120.8 0.08<br />
11880 47 990 991.11 991.11 0.000025 0.12 395.2 744.5 0.02<br />
1 Referenced to feet above a point 180 feet upstream of mouth.
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