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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil SOllware Design <br />~ Subwatershed Hydro%gy Detai/; <br /> <br />Stru SWS <br /># # <br />SWS Area <br />(ac) Tme of <br />Conc <br />hrs <br />( ) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(ac-ft) <br />#1 1 378.600 0.372 0.000 0.000 74.000 M 130.35 20.990 <br />Z 75.800 0.192 0.000 0.000 74.000 M 33.49 4.202 <br />3 6.200 0.016 0.000 0.000 90.000 F 10.03 0.837 <br />4 6.500 0.010 0.000 0.000 100.000 F 12.95 1.408 <br /> 467.100 165.50 27.438 <br />Subwatershed Time of Concentration Detai/s; <br />• <br />• <br />Stru SWS Land Flow Condition Slope ("/o) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 3. Short grass pasture 11.67 35.00 300.00 2.730 0.030 <br /> 6. Grassed waterway 24.29 850.00 3,500.00 7.390 0.131 <br /> 7. Paved area and small upland 17.46 550.00 3,150.00 8.410 0.104 <br /> gullies <br /> 7. Paved area and small upland 6.60 132.00 2,000.00 5.170 0.107 <br /> gullies <br />#1 1 Time of Concentration: 0.372 <br />#1 2 3. Short grass pasture 13.33 40.00 300.00 2.920 0.028 <br /> 6. Grassed waterway 20.00 200.00 1,000.00 6.700 0.041 <br /> 7. Paved area and small upland 6.00 132.00 2,200.00 4.930 0.123 <br /> gullies <br />#1 2 Time of Concentration: 0.192 <br />Filename: pondG100-24AA.sc4 <br />Printed 01-04-2000 <br />