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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwah <br />• Civil Software Design <br />Subwatershed Hydrology Detail: <br /> Peak <br /> <br />S <br />S SWS Area Time of Conc Musk K Curve Runoff Volume <br />S[ru # <br />* Musk X UHS Discharge <br /> (ac) (hrs) (hrs) Number (ac-R) <br /> (~) <br /># I 1 1.338 0.009 0.000 0.000 85.000 F 0.78 0.058 <br />2 0.380 0.007 0.000 0.000 86.000 M 0.24 0.018 <br /> 1.718 1.0] 0.075 <br />Subwatershed Sedimentology Detail: <br /> <br />• <br /> Peak Peak <br />S <br />S Sediment Sediment Settleable 24VW <br />Soil K <br />Stru # <br />* L ft <br />() 5 W° <br />( ) C P PS # Conc. Conc <br /> (tans) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.240 280.00 68.57 0.0070 L0000 1 0.6 15,066 9.39 4.62 <br />2 0.280 130.00 21.50 0.3290 0.5310 1 0.9 83,894 52.27 32.57 <br /> 1.5 31,465 19.6] 9.86 <br />Subwatershed Time of Concentration Details: <br />SVU # S ~ S Land Flaw Contlition Slope (°/) Vert Dist (R) Hon(R' lam- Velocity (fps) Time (hrs) <br /> <br />#1 1 5. Neary bare and untitled, and alluvial fib 57 192 00 280 00 8.280 0.009 <br /> valley fans <br />>RS 1 Time o/faroErrh-atbn: 0.009 <br />#1 2 5. Nearly bare and untllled, and alluvial 21.54 28.00 130.00 4.690 0.007 <br /> valley fans <br />i1 Z Time of Conoerrhadon: 0.007 <br />Filename: eppropud-Z(b)-DMG.sc4 <br />Printed OB-14-2001 <br />