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SEDCAD 4 for Windows <br />Copynght t99B Pamela J Schwah <br />Civil So.•tware Design <br />1 <br />u <br />Subwatershed Hydro/ogy Detai/; <br />Stru SWS sW5 Area Time of Conc Musk K Curve Peak Runoff <br /># # (ac) (hrs) (hrs) Musk X Number UNS Discharge Volume <br /> ds ac-R <br />#I 1 1.360 0.146 0.000 0.000 88.000 M I 0.79 0.09 <br /> E 1.360 0.79 0.09 <br />#2 ~', 1.360 0.79 0.09 <br />Subwatershed Sedimento/ogy Detai/: <br /> Peak Peak <br />sWS <br />stru # <br />Soil K L (R) s (%) C P ~ # Sediment Sediment Sz[tleable 24VW <br /># (tons) Conc. Conc. (ml/I) <br /> m I (mll <br />xl 1 0.320 150.00 1.00 0.3000 1.0000 1 ~ 0.3 6,201 3.64 1.93~i <br />~ 0.3 6,201 3.64 1.93 ~~ <br />#2 F, 0.2 3,897 1.83 0.97 <br />Subwatershed Time of Concentration Detai/s; <br /> <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Veloaty Tme (hrs) <br /># x (R) (R) (fps) <br /># 1 1 6. Grassed waterway 0.50 2.80 560.00 1.060 0.146 <br />#1 1 Time of Concentration: 0.146 <br /> <br />Filename yampal sc4 Printetl 1t~0a-1998.: <br />