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SEDCAD 4 for Windows <br />Copyrign11998 Pamela J. SUwab <br />Civil Software Design <br /> <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS <br />SWS Area Time of <br />Curve <br />Musk K Peak Runoff <br /> Conc Musk X <br />UHS Discharge Volume <br /># ~ (ac) (hrs) Number <br /> (hrs) (cis) (ac-R) <br />tt1 1 22.200 0.159 0.000 0.000 91.000 M 14.36 1.676 <br /> 22.200 14.36 1.676 <br />Subwatershed Time of Concentration Detai/s: <br />5[ru SWS land Flow Condibon Slope (%) Vert. Dis[. Horiz. Dist Velocity Time (hrs) <br />if # (R) (R) (fps) <br />#1 1 5. Nearly bare and un[illed, and 7,50 15.00 199.99 2.730 0.020 <br /> alluvial valley fans <br /> 5. Nearly bare and unfilled, and 13.00 195.00 1,500.00 3.600 0.115 <br /> alluvial valley fans <br /> 7. Paved area and small upland 8.00 40.00 500.00 5.690 0.024 <br /> gullies <br />7!1 1 Time of Concentration: 0.159 <br /> <br /> <br />Filename: hauIRCD4.sc4 Printed 02-03-1999 <br />