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SEDCAD 4 for Windows <br />1 Copyright 1998 Pamela J. Schwab <br />Civil Sot1ware Design <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS <br />SWS Area Time of <br />Conc Musk K Curve Peak Runoff <br /># # Musk X UHS Discharge .Volume <br /> (ac) ' (hrs) (hrs) Number <br /> (cfs) (ac-ft) <br />#2 1 29.500 0.281 0.000 0.000 63.000 M 0.49 0.250 <br /> 29.500 0.49 0.250 <br />Subwatershed Time of Concentration Detai/s; <br />S~ SAS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /> (ft) (ft) (fPs) <br />#2 1 2. Minimum tillage cultivation 6.00 12.00 200.00 1.220 0.045 <br /> 5. Nearly bare and unfilled, and <br /> <br />alluvial valley fans 19.00 665.00 3,500.00 4.350 0.223 <br /> 8. Large gullies, diversions, and low <br /> <br />flowing streams 1.00 1.50 150.00 3.000 0.013 <br />#2 1 Time of Concentration: 0.281 <br /> <br /> <br />Filename: Div.Ditch.sa4 Printed 03-06-2001 <br />