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r <br /> GRAPHICAL PEAK DISCHARGE METHOD Version 2 .00 <br /> Project : BURKE TRUCK User: BJH Date: 09-15-99 <br /> County : DANE State: WI Checked: Date: <br /> Subtitle.: DEVELOPED RUNOFF <br /> Data: ,,Drainage Area 2 . 9 * Acres <br /> Runoff Curve Number 92 * <br /> Time of Concentration: 0 .31 * Hours <br /> Rainfall Type II <br /> Pond and Swamp Area NONE <br /> Storm Number 1 2 3 4 5 6 <br /> Frequency (yrs) 2 5 10 25 50 100 <br /> s► <br /> 24-Hr Rainfall (in) 2 .8 3 .7 4 .1 4 . 7 5 .2 6 . 1 <br /> Ia/P Ratio 0 .06 0 .05 0 .04 0 .04 0 .03 0 . 03 <br /> • Used 0 . 10 0 .10 0 .10 0 .10 0 .10 0 .10 <br /> 0 <br /> Runoff (in) 1 . 97 2 . 83 3 .21 3 . 80 4 .28 5 . 17 <br /> Unit Peak' DiScharge 1 .041 1 . 041 1 .041 1 .041 1 .041 1 .041 <br /> (cfs/acre/in) <br /> • Pond and Swamp Factor 1 .00 1 .00 1.00 1.00 1.00 1.00 <br /> 0 .0% Ponds Used <br /> Peak Discharge (cfs) 6 9 10 11 13- 16 <br /> '' * - Value (s) provided from TR-55 system routines <br /> 0 <br /> 0 <br /> 0 <br />