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• <br />SEDCAD 4 for Windows <br />rr,... -t .ho Boon - -)nn7 ri -m. i e,s, -h <br />45 <br />Sub watershed Hydrology Detail; <br />• <br />l <br />• <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 <br />UHS <br />Peak <br />Discharge <br />(cfs) <br />Runoff <br />Volume <br />(ac -ft) <br />#9 <br />1 <br />168.100 <br />0.190 <br />0.000 <br />0.000 <br />63.000 <br />M <br />1120 <br />0.679 <br />168.100 <br />1.20 <br />0.679 <br />#8 <br />1 <br />122.800 <br />0.097 <br />0.000 <br />0.000 <br />63.000 <br />M <br />1.50 <br />0.614 <br />290.900 <br />2.47 <br />1.292 <br />#7 <br />1. <br />159.700 <br />0.113 <br />0.000 <br />0.000 <br />63.000 <br />M <br />1.95 <br />0.798 <br />450.600 <br />3.97 <br />2.091 <br />#6 <br />1. <br />2.400 <br />0.005 <br />0.016 <br />0.430 <br />63.000 <br />M <br />0.03 <br />0.008 <br />453.000 <br />4.00 <br />2.099 <br />#5 <br />1. <br />103.400 <br />0.038 <br />0.000 <br />0.000 <br />91.000 <br />M <br />105.90 <br />8.528 <br />2 <br />25.000 <br />0.062 <br />0.058 <br />0.400 <br />63.000 <br />M <br />0.30 <br />0.125 <br />:I <br />18.400 <br />0.016 <br />0.048 <br />0.415 <br />63.000 <br />M <br />0.22 <br />0.092 <br />146.800 <br />105.92 <br />8.745 <br />#4 <br />1 <br />53.000 <br />0.031 <br />0.000 <br />0.000 <br />63.000 <br />M <br />0.65 <br />0.265 <br />652.800 <br />106.18 <br />11.109 <br />#3 <br />1 <br />25.900 <br />0.020 <br />0.000 <br />01000 <br />63.000 <br />M <br />0.32 <br />0.129 <br />2 <br />207.200 <br />0.151 <br />0.000 <br />0.000 <br />73.000 <br />M <br />27.71 <br />31315 <br />885.900 <br />124.00 <br />14.553 <br />#41 <br />1 <br />25.600 <br />0.029 <br />0.000 <br />0.000 <br />91.000 <br />M <br />26.22 <br />2.111 <br />25.600 <br />26.22 <br />2.111 <br />#40 <br />:l <br />79.500 <br />0.063 <br />0.000 <br />0.000 <br />91.000 <br />M <br />81.42 <br />6.557 <br />2 <br />5.200 <br />0.027 <br />0.031 <br />0.437 <br />63.000 <br />M <br />0.06 <br />0.026 <br />84.700 <br />81.42 <br />6.583 <br />#39 <br />:1 <br />52.200 <br />0.044 <br />0.000 <br />0.000 <br />91.000 <br />M <br />53.46 <br />4.305 <br />2 <br />38.800 <br />0.064 <br />0.035 <br />0.428 <br />41.000 <br />M <br />0.00 <br />0.000 <br />91.000 <br />53.46 <br />4.305 <br />#38 <br />91.000 <br />50.90 <br />4.305 <br />#37 <br />91.000 <br />50.90 <br />4.305 <br />#36 <br />91,000 <br />50.90 <br />4.305 <br />#35 <br />1 <br />27,400 <br />0.033 <br />0.000 <br />0.000 <br />91.000 <br />M <br />28.06 <br />2.260 <br />2 <br />76.600 <br />0.128 <br />0.044 <br />0.411 <br />63.000 <br />M <br />0.57 <br />0.312 <br />104.000 <br />28.06 <br />2.572 <br />#34 <br />1 <br />22.900 <br />0.016 <br />0.000 <br />0.000 <br />91.000 <br />M <br />23.45 <br />1.889 <br />Fllename: 10- year_Collom -Pond (With Riser)=4 <br />Printed 01 -22 -2009 <br />Exh. 7- 23A -49 Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />