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SEDCAD 4 for Windows <br />r,.,..,d,.ro ~ooa ao.~=i= i c.. n,.,~n <br />Subwatershed Hydro/ogy Detai/; <br />• <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br /> <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br /> <br />(~) Runoff <br />Volume <br /> <br />(ac-ft) <br />#7 1 0.085 0.000 0.000 0.000 100.000 M 0.14 0.015 <br /> ~ o.o8s o.la o.o1s <br />#6 1 91.900 0.097 0.000 0.000 62.000 M 5.92 0.836 <br /> 91.900 5.92 0.836 <br />#3 1 16.000 0.085 0.000 0.000 62.000 M 1.03 0.145 <br /> 16.000 1.03 0.145 <br />#2 1 16.200 0.084 0.000 0.000 62.000 M 1.04 0.147 <br /> 16.200 1.04 0.147 <br />#1 1 31.200 0.091 0.000 0.000 62.000 M 2.01 0.284 <br /> 31.200 2.01 0.284 <br />#4 1 <br />, 67.800 0.031 0.066 0.426 62.000 M 4.37 0.617 <br /> 2 23.500 0.211 0.000 0.000 70.000 M 3.40 0.547 <br /> ~, 154.700 7.23 1.740 <br />#6 1 4.700 0.028 0.000 0.000 69.000 M 1.32 0.099 <br /> 2 18.400 0.037 0.000 0.000 65.000 M 2.81 0.250 <br /> 3 1.600 0.000 0.000 0.000 100.000 F 2.57 0.280 <br /> ~, 271.385 19.57 3.221 <br />Subwatershed Time of Concentration Detai/s: <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 S. Nearly bare and untilled, and 10.00 40.00 400.00 3.160 0.035 <br /> alluvial valley fans <br /> 7. Paved area and small upland 21.88 420.00 1,920.00 9.410 0.056 <br /> gullies <br />#1 1 Time of Concentration: 0.091 <br /> S. Nearly bare and untilled, and <br />#2 1 <br />alluvial valley fans 10.00 40.00 400.00 3.160 0.035 <br /> 7. Paved area and small upland 18.59 290.00 1,560.00 8.670 0.049 <br /> gullies <br />#2 1 Time of Concentration: 0.084 <br />#3 1 5. Nearly bare and untilled, and 10.00 40.00 400.00 3.160 0.035 <br /> alluvial valley fans <br /> 7. Paved area and small upland 21.43 360.00 1,680.00 9.310 0.050 <br /> gullies <br />#3 1 Time of Concentration: 0.085 <br />Filename: Pond 008_25yr_lower pipe.sc4 Printed 07-13-2005 <br />