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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Scnwab <br />Civil Software Design <br />Subwatershed Hydro/ogy Detai/; <br />~s <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # <br />(ac) <br />(hrs) <br />Number <br /> (hrs) (ds) (ac-ft) <br />#4 1 8.230 0.170 0.000 0.000 89.000 M 6.76 0.593 <br /> ~ - - -- <br /> -~ 8.230 6.76 0.593 <br /> ~- <br />#3 1 8.230 0.170 0.000 0.000 89.000 M i 6.76 0.593 <br /> S <br /> 16.460 13.51 1.186 <br /> ~ I <br />#il 16.460 13.51 1.186 <br /> S <br />#9 16.460 13.51 1.186 <br />#2 1 1.680 0.170 0.000 0.000 89.000 M 1.54 0.135 <br /> ~ - ----- <br /> 1.880 1.54 0.135 <br /> r <br />#10 -~ 1.860 1.54 0.135 <br /> S <br />#8 1.880 1.54 0.135 <br />#1 1 400.700 0.270 0.000 0.000 89.000 M 276.83 26.871 <br /> S <br /> 400.700 276.83 28.871 <br /> S <br />#5 419.040 291.69 30.192 <br /> C <br />#6 ' <br />- 419.040 291.69 30.192 <br /> ~ <br />#7 - 419.040 289.02 30.192 <br />Subwatershed Sedimento%gy Detai/: <br /> Peak Peak <br />Stru SWS sediment Sediment Settleable 24VW <br /># # Soil K L ft <br />( ) 5 % <br />( ) C p ~ # Conc. Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#4 1 0.080 998.00 26.10 0.1340 1.0000 1 90.5 120,182 69.36 34.50 <br /> c <br />40.5 <br />120,182 <br />69.36 <br />34.50 <br />#3 1 0.080 998.00 26.10 0.1340 1.0000 1 40.5 120,182 69.36 34.50 <br /> C <br />81.0 <br />120,182 <br />69.36 <br />34.50 <br />#11 S 81.0 120,182 69.36 34.50 <br />#9 S 81.0 120,182 69.36 34.50 <br />#2 1 0.090 338.00 30.70 0.1810 1.0000 1 7.3 95,733 55.25 27.47 <br /> r <br />-- <br />7.3 <br />95,733 <br />55.25 <br />27.47 <br />Filename: 1645A P1-10-24.s(i4 Printed 01-19-2001 <br />