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SEDCAD 4 for Windows <br />r m,.~~m +°°n o~mei~ i c~n...~n <br />Subwatershed Hydro/ogy Detai/; <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number <br />UHS Peak <br />Discharge <br />(6s) Runoff <br />Volume <br />(ac-ft) <br />#S 1 5.480 0.066 0.000 0.000 86.000 F 3.84 0.287 <br /> 5.480 3.84 0.287 <br />#3 1 3.200 0.033 0.000 0.000 71.000 M 0.51 0.042 <br /> 3.200 0.51 0.042 <br />#1 1 2.700 0.045 0.000 0.000 71.000 M 0.43 0.035 <br /> ~, 2.700 0.43 0.035 <br />#2 1 10.800 0.043 0.000 0.000 48.000 M 0.00 0.000 <br /> 13.500 0.43 0.035 <br />#4 ~ 22.180 4.79 0.365 <br />Subwatershed Time of Concentration Detai/s; <br />Stru <br /># SWS <br /># Land Flow Condition Slope (%) Vert. Dist. <br />(ft) Horiz. Dist. <br />(ft) Velocity <br />(fps) Time (hrs) <br />#1 1 3. Short grass pasture 10.67 40.00 375.00 2.610 0.039 <br /> 8. Large gullies, diversions, and low <br />flowing streams 18.12 50.00 276.00 12.760 0.006 <br />#1 1 Time of Concentration: 0.045 <br />#2 1 5. Nearly bare and unfilled, and <br />alluvial valley fans 12.50 25.00 200.00 3.530 0.015 <br /> 3. Short grass pasture 17.66 25.00 140.00 3.380 0.011 <br /> 6. large gullies, diversions, and low <br />flowing streams 17.49 138.00 789.00 12.540 0.017 <br />#2 1 Time of Concentration: 0.043 <br />#3 1 3. Short grass pasture 7.89 15.00 190.00 2.240 0.023 <br /> 8. Large gullies, diversions, and low <br />Flowing streams 20,45 100.00 489.00 13.560 0.010 <br />#3 1 Time of Concentration: 0.033 <br />#S 1 3. Short grass pasture 9.43 30.00 318.00 2.450 0.036 <br /> 7. Paved area and small upland <br />gullies 5.00 6.27 125.50 4.500 0.007 <br /> 3. Short grass pasture 18.07 30.00 166.00 3.400 0.013 <br /> 7. Paved area and small upland <br />gullies 18.63 60.00 322.00 8.680 0.010 <br />#5 1 Time of Concentration: 0.066 <br /> <br /> <br />Filename: IIW PM-4-4a-4b-4c TR55 12_OB_O6.sc4 <br />TR-55 20-1-197 <br />Printed 12-08-2006 <br />Revised 12/06 <br />