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SEDCAD 4 for Windows <br />Copyright t 998 Pamela J Schwab <br />Civil Solhvare Design <br /> <br />Subwatershed Hydro/ogy Detai/: <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(cfs) <br />(ac-Ft) <br />#1 1 1.300 0.071 0.000 0.000 90.000 TR65 3.18 0.156 <br /> 1.300 3.18 0.156 <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS Land Flow Condition Slope ("/a) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (h) (R) (fPs) <br /> 5. Nearly bare and unfilled, and <br />#1 1 <br />alluvial valley fans 43.33 26.00 60.00 6.580 0.002 <br /> 7. Paved area and small upland <br /> <br />gullies 1.00 5.00 500.00 2.010 0.069 <br />Jt l 1 Time of Concentration: 0.071 <br /> <br />r <br />L <br />F ilen ame ~. 1o25yr.sc4 <br />Printed OB-22-20 00 <br />