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• <br />is <br />SEDCAD 4 for Windows <br />Copyrighl 1998 Pamela J. Schwab <br />Civil Software Design <br />15 <br />Stru <br /># <br />SWS <br /># <br />Soil K <br />L (ft) <br />S(%) <br />Horiz. Dist. <br />C <br />P <br />PS # <br />Sediment <br />(tons) <br />Peak <br />Sediment <br />Conc. <br />(mg/1) <br />Peak <br />Settleable <br />Conc <br />(ml/1) <br />24VW <br />(MI/1) <br />#7 <br />1 <br />0.370 <br />600.00 <br />1 <br />17.50 <br />8.30 <br />0.7100 <br />1.0000 <br />2 <br />805.2 <br />763,605 <br />459.84 <br />274.14 <br />E <br />B. targe gullies, diversions, and low <br />1.40 <br />20.43 <br />805.2 <br />763,605 <br />459.84 <br />274.14 <br />#1 <br />1 <br />0.370 <br />603.00 <br />19.90 <br />0.7100 <br />1.0000 <br />2 <br />2,170.2 <br />938,818 <br />537.05 <br />323.64 <br />0.222 <br />E <br />1 <br />1. Forest with heavy ground litter <br />13.30 <br />188.86 <br />1,420.00 <br />0.920 <br />0.428 <br />2,170.2 <br />938,818 <br />537.05 <br />323.64 <br />#3 <br />1 <br />0.370 <br />656.00 <br />33.00 <br />0.7100 <br />1.0000 <br />2 <br />1,395.1 <br />1,171,155 <br />705.26 <br />442.69 <br />2 <br />0.370 <br />600.00 <br />0.456 <br />33.30 <br />0.7100 <br />1.0000 <br />2 <br />279.2 <br />1,040,769 <br />626.75 <br />386.95 <br />1 <br />alluvial valley fans <br />33.00 <br />193.05 <br />585.00 <br />5.740 <br />0.028 <br />#3 <br />1 <br />Time of Concentration: <br />4,649.7 <br />954,237 <br />561.13 <br />346.10 <br />#5 <br />#3 <br />2 <br />8. large gullies, diversions, and low <br />18.20 <br />100.10 <br />549.99 <br />12.790 <br />0.011 <br />15,868.9 <br />1,117,873 <br />637.95 <br />412.83 <br />#6 <br />1 <br />0.370 <br />750.00 <br />2 <br />22.00 <br />0.7100 <br />1.0000 <br />2 <br />1,821.0 <br />1,016,084 <br />611.88 <br />376.87 <br />33.00 <br />2 <br />0.370 <br />650.00 <br />0.032 <br />21.00 <br />0.7100 <br />1.0000 <br />2 <br />602.2 <br />874,089 <br />526.37 <br />318.20 <br />1 <br />E <br />0.032 <br />#4 <br />2 <br />5. Nearly bare and unfilled, and <br />18,292.1 <br />1,092,203 <br />627.81 <br />405.72 <br />Subwatershed Time of Concentration Details: <br />Stru <br />SWS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br /># <br /># <br />(ft) <br />(ft) <br />(fps) <br />#1 <br />1 <br />5. Nearly bare and untilled, and <br />8.30 <br />92.96 <br />1,120.00 <br />2.880 <br />0.108 <br />alluvial valley fans <br />B. targe gullies, diversions, and low <br />1.40 <br />20.43 <br />1,459.28 <br />3.540 <br />0.114 <br />Flowing streams <br />#1 <br />1 <br />Time of Concentration: <br />0.222 <br />#2 <br />1 <br />1. Forest with heavy ground litter <br />13.30 <br />188.86 <br />1,420.00 <br />0.920 <br />0.428 <br />8. large gullies, diversions, and low <br />3.00 <br />16.14 <br />538.00 <br />5.190 <br />0.028 <br />Flowing streams <br />#2 <br />1 <br />Time of Concentration: <br />0.456 <br />5. Nearly bare and untilled, and <br />#3 <br />1 <br />alluvial valley fans <br />33.00 <br />193.05 <br />585.00 <br />5.740 <br />0.028 <br />#3 <br />1 <br />Time of Concentration: <br />0.028 <br />#3 <br />2 <br />8. large gullies, diversions, and low <br />18.20 <br />100.10 <br />549.99 <br />12.790 <br />0.011 <br />Flowing streams <br />#3 <br />2 <br />Time of Concentration: <br />0.011 <br />#4 <br />1 <br />S. Nearly bare and untilled, and <br />33.00 <br />224.07 <br />679.00 <br />5.740 <br />0.032 <br />alluvial valley fans <br />#4 <br />1 <br />Time of Concentration: <br />0.032 <br />#4 <br />2 <br />5. Nearly bare and unfilled, and <br />17.00 <br />17.00 <br />100.00 <br />4.120 <br />0.006 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />20.00 <br />100.00 <br />500.00 <br />13.410 <br />0.010 <br />Flowing streams <br />#4 <br />2 <br />Time of Concentration: <br />0.016 <br />#6 <br />1 <br />5. Nearly bare and untilled, and <br />21.20 <br />169.60 <br />800.00 <br />4.600 <br />0.048 <br />alluvial valley fans <br />Filename: ReV100aPond007.sc4 Printed 01-07-2002 <br />