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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. $chwaC <br />Civil SoM.vare Design <br />Subwatershed Hydro%gy Detai/; <br /> Time of Peak Runoff <br />stru 8W5 SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) (ham) (hrs) Number <br />(cfs) <br />(ac-ft) <br />#2 1 7.210 0.075 0.000 0.000 90.000 M 20.98 1.868 <br /> 7.210 20.98 1.868 <br />#1 1 16.620 0.085 0.000 0.000 90.000 M 48.36 4.306 <br /> T' 16.620 45.36 4.306 <br />ft3 ~, 23.830 69.33 6.174 <br />Subwatershed Sedimento/ogy Detai/; <br />• <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L ft <br />() 5 % <br />( ) C P PS # <br />Conc. <br />Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#2 1 0.370 245.00 7.80 0.7100 1.0000 2 ~ 287.8 189,439 123.21 69.23 <br /> 5~ 287.8 189,439 123.21 69.23 <br />#1 1 0.370 490.00 10.50 0.7100 1.0000 2 1,944.0 484,241 314.94 182.01 <br /> 1,944.0 484,241 314.94 182.01 <br />#3 ~ 2,231.8 403,309 262.30 150.37 <br />Subwatershed Time of Concentration Detai/s; <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 ~ 5. Nearly bare and unfilled, and 8.19 27.98 341 <br />64 2.860 0 <br />033 <br /> alluvial valley fans . . <br /> 8. Large gullies, diversions, and low 6.35 69.93 1,416.22 7.550 0.052 <br /> flowing streams <br />#1 1 Time of Concentration: 0.085 <br />#2 1 5. Nearly bare and unfilled, and 8 <br />19 27 <br />98 341 <br />70 2.860 0 <br />033 <br /> alluvial valley fans , . . . <br /> 8. Large gullies, diversions, and low 6.87 82.94 1,207.30 7.860 0.042 <br /> Flowing streams <br />#2 2 lime of Concentration: 0.075 <br />Filename: D87D88_t OOy24.scA Printed 04-03-2002 <br />