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• <br />is <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J Schwab <br />Civil Software Design <br />16 <br />Stru <br /># <br />SIN <br /># <br />Soil K <br />L R <br />() <br />S (% ) <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 />(ml/1) <br />#13 <br />1 <br />0.370 <br />40.00 <br />3.00 <br />0.7100 <br />1.0000 <br />2 <br />2.3 <br />26,196 <br />15.78 <br />8.82 <br />2.3 <br />26,196 <br />15.78 <br />8.82 <br />#11 <br />1 <br />0.370 <br />927.00 <br />25.00 <br />0.7100 <br />1.0000 <br />2 <br />5,997.7 <br />1,299,49B <br />748.31 <br />479.97 <br />5,997.7 <br />1,299,498 <br />748.31 <br />479.97 <br />#12 <br />1 <br />0.370 <br />897.00 <br />33.00 <br />0.7100 <br />1.0000 <br />2 <br />1,560.6 <br />1,289,317 <br />776.42 <br />497.98 <br />2 <br />0.370 <br />200.00 <br />32.50 <br />0.7100 <br />1.0000 <br />2 <br />137.0 <br />665,214 <br />400.59 <br />236.60 <br />7,697.5 <br />1,271,002 <br />739.24 <br />468.11 <br />#7 <br />1 <br />0.370 <br />680.00 <br />18.00 <br />0.7100 <br />1.0000 <br />2 <br />191.4 <br />782,004 <br />450.31 <br />265.64 <br />191.4 <br />782,004 <br />450.31 <br />265.64 <br />#5 <br />1 <br />0.370 <br />60.00 <br />12.00 <br />0.7100 <br />1.0000 <br />2 <br />168.0 <br />168,054 <br />101.20 <br />56.55 <br />168.0 <br />168,054 <br />101.20 <br />56.55 <br />#5 <br />359.4 <br />464,043 <br />272.90 <br />95.46 <br />#8 <br />1 <br />0.370 <br />70.00 <br />12.00 <br />0.7100 <br />1.0000 <br />2 <br />8.2 <br />129,284 <br />77.85 <br />44.25 <br />367.6 <br />453,504 <br />266.84 <br />93.01 <br />#1 <br />1 <br />0.370 <br />850.00 <br />3.00 <br />0.7100 <br />1.0000 <br />2 <br />31.1 <br />89,422 <br />48.66 <br />25.92 <br />31.1 <br />89,422 <br />48.66 <br />25.92 <br />#2 <br />31.1 <br />89,422 <br />48.66 <br />25.92 <br />#3 <br />31.1 <br />89,422 <br />48.66 <br />25.92 <br />#4 <br />1 <br />0.370 <br />603.00 <br />19.90 <br />0.7100 <br />1.0000 <br />2 <br />408.2 <br />859,377 <br />464.51 <br />276.99 <br />439.3 <br />540,523 <br />292.30 <br />163.49 <br />#9 <br />1 <br />0.370 <br />656.00 <br />33.00 <br />0.7100 <br />1.0000 <br />2 <br />1,066.3 <br />1,159,327 <br />698.14 <br />438.54 <br />2 <br />0.370 <br />600.00 <br />33.00 <br />0.7100 <br />1.0000 <br />2 <br />211.5 <br />1,023,895 <br />616.58 <br />381.32 <br />2,084.7 <br />625,476 <br />366.91 <br />219.70 <br />#10 <br />9,782.2 <br />1,108,578 <br />645.95 <br />375.16 <br />#14 <br />1 <br />0.370 <br />750.00 <br />22.00 <br />0.7100 <br />1.0000 <br />2 <br />1,354.5 <br />1,007,895 <br />606.95 <br />372.93 <br />2 <br />0.370 <br />650.00 <br />21.00 <br />0.7100 <br />1.0000 <br />2 <br />447.9 <br />866,382 <br />521.73 <br />314.59 <br />11,584.6 <br />1,081,827 <br />633.63 <br />372.69 <br />Subwatershed Time of Concentration Details. <br />Stru SVS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br />• # #(ft) (R) (fps) <br />#1 1 S. Nearly bare and untilled, and 3.00 27.00 900.00 1.730 0.144 <br />alluvial valley fans <br />Filename: Rev25Pond007b.sc4 Printed 01-10-2002 <br />