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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Subwatershed Hydro%gy Detai/; <br />13 <br /> <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) Time of <br />Conc <br />(ham) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Numher <br />UHS Peak <br />Discharge <br /> <br />(cfs) Runoff <br />Volume <br /> <br />(ao-ft) <br />#1 1 169.000 0.377 0.000 0.000 63.000 M ' 1.04 0.848 <br /> 2 91.600 0.443 0.000 0.000 67.000 M ~ 1.86 0.883 <br /> 260.600 i 2.72 1.731 <br />#2 1 332.600 0.496 0.000 0.000 80.000 F ~ 88.51 12.327 <br /> 2 393.800 0.519 0.000 0.000 83.000 F ~ 137.87 18.449 <br /> 987.000 226.90 32.506 <br />#4 1 153.100 0.295 0,000 0.000 71.000 F 14.95 2.433 <br /> 1,140.100 234.18 34.940 <br />#6 1 30.400 0.206 0.000 0.000 47.000 S ~ 0.00 0.000 <br /> <br /> <br />#6 <br />~', <br />1 <br />1,170.500 <br />26.600 <br />1,199.100 <br /> <br />0.190 <br /> <br />0,000 <br /> <br />0.000 <br /> <br />47.000 i <br /> <br />S <br />231.46 <br />0.00 <br />209.74 <br />34.940 <br />0.000 <br />34.940 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br />Stru SWS Sediment Sediment Settleable 24VW <br /># # Soil K L (R) 5 (%) C P PS # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#1 1 0.250 1,600.00 16.30 0.0800 0,6200 1 20.6 27,172 8.90 7.29 <br /> 2 0.250 1,200.00 14.20 0.1600 0.6400 1 32.5 50,376 2.83 1.88 <br /> 53.1 46,045 7.43 4.51 <br />#2 1 0.200 1,520.00 13.20 0.5600 O.SOOD 1 ~ 4,512.8 438,863 145.96 83.11 <br /> 2 0.190 1,400.00 12.90 0.6600 0.8400 1 7,872.2 489,320 170.01 99.17 <br /> 12,435.1 469,060 160.07 88.97 <br />#4 1 0.243 1,280.00 9.80 0.2400 0.7500 1 147.2 92,472 28.77 14.40 <br /> 12,584.6 455,141 155.15 84.16 <br />#5 1 0.250 880.00 17.00 0.0100 1.0000 1 0.0 1 0.00 0.00 <br /> 8,408.6 336,336 38.76 19.87 <br />#6 1 0.250 1,200.00 12.10 0.0100 1.0000 1 0.0 1 0.00 0.00 <br /> 7,293.0 268,010 4.48 2.55 <br /> <br />Filename: EPYF~°,Tf25.sc4 <br />Printed OS-22-2003 <br />