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File: J:\OOJOBS\003-2166\SGOIMD2X 7/22/00, 7:54 :1OPM <br />• Runoff <br />Volume Peak <br />Discharge Peak Sediment <br />Sediment Concentration Peak Settleable <br />Concentration 24VW 29AA <br /> (ac-ft) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br /> --------------- <br />IN/OUT 1.22 ---------- <br />14.63 ------------------------ <br />67.4 64855 ------------------------------ <br />24.89 13.15 4.66 <br /> ##*i+iii#*+#+ii #+#+#*##iii#+*a+**#***##*##i##i*###i*******i#*iiii++a***#*##44## <br />J2, B1, S1 <br />CSG1-1,37B,42A1-A&-B <br />Drainage Area from J2, <br />Total Contributin <br />Entrance <br />Loss Maximum <br />Coefficient Headwater <br />(ft) <br />0.50 7.5 <br />B1, S1, <br />g Draina <br />Pipe <br />Length <br />(ft) <br />190.0 <br />SWS(s)1-3: 8.5 acres <br />ge Area: 17.1 acres <br />Pipe Manning's <br />Slope n Tailwater <br />(~) (ft) <br />30.0 0.015 0.0 <br />Minimum Pipe Diameter Required: 18.0 inches <br />(See Culvert Utility Program for full performance curves) <br /> Runoff Peak Peak Sediment Peak Settleable <br /> Volume Discharge Sediment Concentration Concentration 24 VW 24AA <br /> (ac-ft) (cfs) (tons) (mg/1) (ml/1) (ml/1) (ml/1) <br /> IN/OUT 1.65 19.94 177.8 157577 60.47 27.79 11.18 <br /> ++++*++i*aa+i++ +*i+++++*+++*++i+++++aa+++++i+++*++++*+++aaa+aa++*++++++++++++++ <br />• Page: <br />