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SEDCAD 4 for Windows <br />Copynght 1998 Pamela J Schwab <br />Civil Software Design <br />• <br />Subwatershed Hydro/ogy Detai/•• <br />Stru SWS SWS Area Time of Conc Musk K Curve Peak Runoff <br /># # (ac) (hrs) (hrs) Musk X Number UHS Discharge Volume <br /> cfs ac-R <br /># 1 1 2.500 0.160 0.000 0.000 88.000 M 1.45 0.17 <br />E 2.500 1.45 0.17 I <br />#2 ~ 2.500 1.45 0.17' <br />Subwatershed Sedimento/ogy Detai/; <br />7 <br /> Peak Peak <br />SWS ~ <br />Stru # <br />Soil K L (R) S (%) C P PS # Sediment Sediment Settleable 24VW <br />I <br /># (tons) Conc. Conc. (ml/I) <br />i (mg/p (ml/I) ~ <br /># 1 1 0.150 150.00 1.00 0.3000 1.0000 1 0.3 3,129 1.84 0.97 <br />~ 0.3 3,129 1.84 0.97: <br />#2 °_ 0.2 1,691 0.71 0.38 <br />Subwatershed Time of Concentration Detai/s; <br /> <br />• <br />S[ <br />ru SW <br />S Land Flow Condi[ion Slope (96) Vert( <br />Dist. <br />Dist. Hon ( Vef Sity Tme (hrs) <br /># A t <br />t <br />( ) ( ) (P ) <br />#1 1 5. Nearly bare and untitled, and 0.50 1.50 300 <br />00 0 <br />700 119 ' <br />0 <br /> alluvial valley fans . . . <br />i <br /> 7. Paved area and small upland 0.50 1.04 210.00 L420 0.041 I <br /> gullies <br />ttl 1 Time of Concentration: 0.160 ' <br />Filename yampa4 sca Printetl t2-09-1998 <br />