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SEDCAD 4 for Windows <br />Copyrigh11998 Pamela J. Srhwab <br />Civil Software Design <br />Subwatershed Hydro%gy Detai/; <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br /> <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X Curve UHS <br />Number Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(at-tt) <br />#2 1 24.170 0.412 0.000 O.OOD 69.000 F 9.27 1.242 <br /> 24.170 9.27 1.242 <br /># 1 1 4.650 0.264 0.000 0.000 69.000 F 2.14 0.239 <br /> 4.650 2.14 0.239 <br />it3 ~ 28.820 11.23 1.481 <br />Subwatershed Time of Concentration Detai/s; <br />.=. <br />• <br />Stru <br /># SWS <br /># Land Flow Condition Slope (%) Vert. Dist. <br />(tt) Horiz. Dist. <br />(ft) Velocity <br />(fPs) Tme (hrs) <br />#1 1 1. Forest with heavy ground litter 16.60 149.69 901.74 1.030 0.243 <br /> 8. Large gullies, diversions, and low <br />Flowing streams 2.30 8.09 351.73 4.540 0.021 <br />#1 1 Time of Concentration: 0.264 <br />#2 1 1. Forest with heavy ground litter 17.50 259.87 1,484.97 1.050 0.392 <br /> 9. Small streams Flowing bankfull 5.00 75.00 1,500.00 20.120 0.020 <br />#2 1 Time of Concentration: 0.412 <br />Filename: Culvert14+96.13.srA Prinletl 07-30-2001 <br />