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SEDCAD 4 for Windows <br />Copyright 7998 Pamela J. Scnwao <br />Civil Software Design <br />• <br />Subwatershed Hydro/ogy Detai/; <br /> Time of Peak Runoff <br />SWS Area <br />Stru SWS Conc Musk K Curve <br />Musk X UHS Discharge Volume <br /># # (ac) (hrs) (hrs) Number (~) (ac-R <br /># 1 1 4.500 0.071 0.000 0.000 46.000 M 0.00 0.000 <br />2 0.500 0.022 0.000 0.000 91.000 M 0.47 0.038 <br />S- 5.000 0.47 0.038 <br />Subwatershed Time of Concentration Detai/s; <br />r1 <br />L J <br />r1 <br />L J <br />Stru SWS land Flow Condition Slope (%) Vert Dist. Noriz. Dist. Velocity Time (hrs) <br /># # (R) (R) (fps) <br />#1 1 3. Short grass pasture 7.50 15.00 199.99 2.190 0.025 <br /> 6. Grassed waterway 13.96 67.00 480.00 5.600 0.023 <br /> 7. Paved area and small upland 4.00 13.60 340.00 4.020 0.023 <br /> gullies <br />iil 1 Time of Concentration: 0.071 <br />#1 2 5. Nearly bare and unblled, and 20.00 60.00 300.00 4.470 0.018 <br /> alluvial valley fans <br /> 7. Paved area and small upland 4.00 Z.39 60.00 4.020 0.004 <br /> gullies <br />3l1 2 Time of Concentration: 0.022 <br />Filename: roadacc00.scA Printed 02-03-1999 <br />