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SEDCAD 4 for Windows <br />Copyngnt 1998 Pamela J Schwab <br />Civil SofNrare Design <br /> <br />Subwatershed Hydro%gy Detai/: <br /> <br />Stru SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br /># # (ac) (hrs) (hrs) Number (ds) (ac-ft) <br />#1 1 1.800 0.020 0.000 0.000 91.000 M 1.70 0.136 <br />2 3.100 0.059 0.000 0.000 41.000 M 0.00 0.000 <br />S 4.900 I 1.70 0.136 <br />Subwatershed Time of Concentration Detai/s: <br />• <br />• <br />Stru SWS land Flaw Condition Slope (%) Vert. Dis[. Horiz. Dist. Velouty Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Nearly bare and un[illed, and 25.00 90.00 360.00 5.000 0.020 <br /> alluvial valley fans <br /> J. Paved area and small upland 15.00 0.00 0.00 0.000 0.000 <br /> gullies <br />if1 1 Time of Concentration: 0.020 <br />#1 2 3. Short grass pasture 12.50 25.00 200.00 2.820 0.019 <br /> 6. Grassed waterway 12.22 55.00 450.00 5.240 0.023 <br /> 7. Paved area and small upland 15.00 75.00 500.00 7.790 0.017 <br /> gullies <br />#1 2 Time of Concentration: 0.059 <br />Filename. haulRdD9.sc4 Printed 02-06-1999 <br />