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SEDCAD 4 for Windows <br />Copynghl 1998 Pamela J Schwab <br />Civil Software Design ~ ~ <br />Subwatershed Hydro%gy Detai/,• <br /> <br />Stru <br />SWS <br />SWS Area Time of <br />Musk K <br />Curve Peak Runoff <br /> Conc Musk X UHS Discharge Volume <br /># # <br />(ac) <br />(ham) <br />(hrs) <br />Number <br />(cfs) <br />(arft) <br />#4 1 9.900 0.170 0.000 0.000 89.000 M 8.13 0.713 <br /> r <br /> 9.900 8.13 0.713 <br />#3 1 4.500 0.170 0.000 0.000 89.000 M 3.69 0.324 <br /> <br /> -~ 14.400 11.82 1.036 <br /> ` <br />#6 14.400 11.82 1.038 <br /> ~-- - <br />#6 -- 14.400 11.82 1.038 <br />#2 1 2.500 0.170 0.000 0.000 89.000 M 2.05 0.180 <br /> c <br /> 2.500 2.05 0.180 <br /> C" <br />#5 - 2.500 2.05 0.160 <br /> <br />#7 ~ 2.500 2.05 0.180 <br />#1 1 <br />- <br />- _ 94.100 0.170 0.000 0.000 _89.000 M J - 77.24 _ 6.780 <br /> ~: <br /> -- 94.100 77.24 6.780 <br /> <br />#9 - 111.000 91.11 7.998 <br /> \. <br />#10 -~ 111.000 91.11 7.998 <br /> \ <br />#11 111.000 90.46 7.998 <br />Subwatershed Sedimento%gy Detai/•• <br /> <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />L ft <br />() <br />S % <br />( ) <br />C <br />p <br />~ # <br />sediment <br /> <br />(tons) Peak <br />Sediment <br />Conc. <br /> <br />(mg/I) Peak <br />Settleable <br />Conc <br /> <br />(ml/I) <br />24VW <br /> <br />(ml/I) <br />#4 1 0.070 783.00 32.50 0.1420 1.0000 1 50.2 123,576 71.32 35.46 <br /> 50.2 123,576 71.32 35.48 <br />#3 1 0.080 - <br />922.00 36.00 0.1630 1.0000 1 33.2 - <br />176,095 101.63 50.93 <br /> ~_ -- <br />83.4 <br />140,242 <br />80.94 <br />40.36 <br />#6 , 83.4 140,242 80.94 40.36 <br />#8 ~ 81.7 137,493 78.76 39.26 <br />#Z 1 0.080 592.00 32.00 0.1580 1.0000 1 11.4 111,484 64.34 32.02 <br /> u _ <br />-} - <br />11.4 __ <br />111,484 <br />64.34 <br />32.02 <br />Filename: 1646A P2-10-24.sc4 Printed 01-112001 <br />