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SEDCAD 4 for Windows <br />Copyngnt 1990 Pamela J Schwab <br />Gml Sorhvare Design <br />9 <br />• Subwatershed Hydro/ogy Detai/; <br /> <br />Stru SWS SWS Area <br />~ ~ (ac) Tme of <br />Conc <br /> <br />(hrs) <br />Musk K <br />(hrs) <br />Musk K <br />Curve <br />Number <br />UHS ~ Peak <br />I Discharge <br /> <br />~ (ds) Runoff <br />Volume <br /> <br />(arR) <br />xl 1 9.800 0.037 0.030 O.a12 69.000 M ~ 1.05 0.099 <br />2 23.500 0.048 0.000 0.000 91.000 M 22.18 1.774 <br />3 0.740 0.010 0.000 0.000 100.000 F ~ 0.96 0.105 <br />~ 34.040 24.19 1.978 <br />Subwatershed Sedimento/ogy Detai/: <br />u <br /> I Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br />Sad K <br />x a L (R) 5 (%) C p PS # ~ Conc. Conc <br /> (tons) (ml/I) <br /> l (mg/I) (ml/I) <br />=1 1 0.280 337.00 22.20 0.0430 1.0000 2 2.6 49,652 36.55 13.91 <br />2 0.160 393.00 24.30 1.0000 0.9000 1 1,034.7 607,770 318.60 182.12 <br />3 0.010 10.00 0.50 0.0010 1.0000 1 0.0 0 0.00 0.00 <br /> 1,037.3 570,095 299.15 165.99 i <br />Subwatershed Time of Concentration Detai/s: <br />Stru SWS Land Flow Condition Slope (%) Vert. Dis[. Horiz. Dist. Veloary Time (hrs) <br />x x (R) (R) (fPs) <br />=1 1 3. Short grass pasture 21.67 65.00 300.00 3.720 0.022 <br /> 7. Paved area and small upland 20.00 100.00 500.00 9.000 0 <br />015 <br /> gullies . <br />711 1 Time of Concentration: 0.037 <br />x 1 2 5. Nearly bare and untitled, and 23.33 70.00 300.00 4.830 0.017 <br /> alluvial valley fans <br /> 7. Paved area and small upland 17.16 115.00 670.00 8.330 0.022 <br /> gullies <br /> 7. Paved area and small upland 12.00 30.00 250.00 6.970 0.009 <br /> gullies <br />#1 2 Time of Concentration: 0.048 <br />Subwatershed Muskingum Routing Detai/s: <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Veloaty Tme (hrs) <br />a (R) (R) (fps) <br />u I 1 7. Paved area and small upland 15.52 135.00 870.00 7.920 0.030 <br />gullies <br />Filename. p13a sc4 Printed 02-25-t999 <br />