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• <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />6 <br />Subwatershed Hydro/ogy Detai/; <br /> Time of Peak Runoff <br />S[ru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) (hrs) (hrs) Number <br />(6s) <br />(ac-R) <br />#1 1 27.680 0.024 0.024 0.456 83.000 TR55 25.68 1.926 <br /> 27.680 25.68 1.926 <br />Subwatershed Time of Concentration Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocty Time (hrs) <br /># # (R) (ft) (fps) <br />#1 1 7~ Paved area and small upland 75.12 1,135.00 511.00 <br />1 17.440 0.024 <br /> gullies , <br />#1 1 Time of Concentration: 0.024 <br />Subwatershed Muskingum Routing Detai/s; <br />• <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (R) (R) (fps) <br />#1 1 7• Paved area and small upland 75.12 1,135.00 1,511.00 17.440 0.024 <br />gullies <br />#1 1 Muskingum K: 0.024 <br />Filename: CRDA2West.sc4 <br />CRDA2-13k <br />Printed 06-07-2000 <br />6/00 <br />