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SEDCAD 4 for Windows <br />Rnnvrinhf I QQA -9nI)7 P-I� I IZ,h,-h <br />12 <br />0 Sub watershed Hydrology Detail: <br />Stru <br /># <br />SWS <br /># <br />SWS Area <br />(ac) <br />Time of <br />Conc <br />(hrs) <br />Musk K <br />(hrs) <br />Musk X <br />Curve <br />Number UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac-ft) <br />#2 <br />1 <br />0.230 <br />0.034 <br />0.000 <br />0.000 <br />87.000 F <br />0.19 <br />0.010 <br />2 <br />0.220 <br />0.012 <br />0.000 <br />0.000 <br />87.000 IF <br /># <br />0.18 <br />0.009 <br />#1 <br />1 <br />2 <br />0.450 <br />0.120 <br />0.260 <br />0.000 <br />0.010 <br />0.096 <br />0.000 <br />0.295 <br />0.000 <br />98.000 F <br />81.000 F <br />Conc <br />0.37 <br />0.019 <br />0.16 <br />0,010 <br />0.14 <br />0.006 <br />3 <br />3.600 <br />0.085 <br />0.188 <br />0.245 <br />81.000 F <br />(MI/1) <br />2.00 <br />0.144 <br />4 <br />4.110 <br />0.185 <br />0.020 <br />0.334 <br />87.000 F <br />2.80 <br />0.246 <br />5 <br />0.600 <br />8.690 <br />0.122 <br />0.000 <br />0.000 <br />87.000 F <br />1.0000 <br />0.49 <br />0.034 <br />4.82 <br />0.441 <br />#3 <br />1 <br />2 <br />3 <br />4 <br />5 <br />0.990 <br />0.950 <br />0.130 <br />1.780 <br />0.440 <br />0.000 <br />0.025 <br />0.000 <br />0.062 <br />0.009 <br />0.000 <br />0.000 <br />0.014 <br />0.020 <br />0.075 <br />0.000 <br />0.000 <br />0.285 <br />0.268 <br />0.230 <br />100.000 F <br />81.000 F <br />98.000 F <br />87.000 F <br />81.000 F <br />0.1500 <br />1.37 <br />0.148 <br />0.53 <br />0.17 <br />1.47 <br />0.038 <br />0.011 <br />0.111 <br />6,884 <br />0.24 <br />8.94 <br />0.014 <br />0.782 <br />13.430 <br />#4 <br />Y_ <br />13.430 <br />0.00 <br />0.000 <br />Subwatershed Sedimentology Detail: <br />0 <br />Filename: 10 yr 24 hr Empty_Erodible Perimeter Drainage Ditches.sc4 Printed 04-24-2009 <br />Peak <br />Peak <br />Stru <br />SWS <br />Sediment <br />Sediment <br />Settleable <br />24VW <br /># <br /># <br />Soil K <br />L (ft) <br />S(%) <br />C <br />P <br />PS # <br />Conc. <br />Conc <br />(tons) <br />(MI/1) <br />(mg/ <br />(MI/1) <br />#2 <br />1 <br />0.100 <br />5.00 <br />15.00 <br />0.1500 <br />1.0000 <br />6 <br />0.0 <br />2,325 <br />1.65 <br />1.11 <br />2 <br />0.100 <br />75.00 <br />10.00 <br />0.1500 <br />1.0000 <br />6 <br />0.1 <br />6,884 <br />4.87 <br />3.37 <br />0.1 <br />0.0 <br />4,556 <br />0 <br />3.23 <br />0.00 <br />2.19 <br />0.00 <br />#1 1 0.100 50.00 0.10 0.0001 1.0000 2 <br />2 <br />0.100 <br />60.00 <br />14.00 <br />0.0030 <br />1.0000 <br />5 <br />1 0.0 <br />219 <br />0.12 <br />0.08 <br />3 <br />0.100 <br />100.00 <br />10.00 <br />0.0030 <br />1.0000 <br />5 <br />0.0 <br />202 <br />0.11 <br />0.06 <br />4 <br />0.100 <br />200.00 <br />4.00 <br />0.1500 <br />1.0000 <br />6 <br />1 0.8 <br />4,341 <br />3.03 <br />1.58 <br />5 <br />0.100 <br />5.00 <br />15.00 <br />0.1500 <br />1.0000 <br />6 <br />0.1 <br />2,397 <br />1.70 <br />0.94 <br />0.8 <br />2,687 <br />1.87 <br />0.97 <br />#3 <br />1 <br />0.100 <br />1.00 <br />0.01 <br />0.0000 <br />1.0000 <br />5 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />2 <br />0.100 <br />100.00 <br />10.00 <br />0.0030 <br />1.0000 <br />5 <br />0.0 <br />179 <br />0.10 <br />0.05 <br />3 <br />0.100 <br />1.00 <br />0.01 <br />0.0000 <br />1.0000 <br />2 <br />0.0 <br />0 <br />0.00 <br />0.00 <br />4 <br />0.100 <br />200.00 <br />5.00 <br />0.1500 <br />1.0000 <br />6 <br />0.5 <br />5,777 <br />4.09 <br />2.11 <br />1 <br />5 <br />0.100 <br />60.00 <br />21.00 <br />0.0030 <br />1.0000 <br />5 <br />j <br />0.0 <br />338 <br />0.19 <br />0.111 <br />Filename: 10 yr 24 hr Empty_Erodible Perimeter Drainage Ditches.sc4 Printed 04-24-2009 <br />