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• <br />OPERATION SAVMDV CROSS SECTION 1 <br />INPUT HYDROGRAPH= 7 OUTPUT HYDRGGRAPH= 1 <br />OPERATION RUNOFF CROSS SECTION 1 <br />OUTPUT HYDROGRAPH= 6 <br />AREA= .04 SQ MI INPUT RUNOFF CURVE= 83. TIME OF CONCENTRATION= .30 HOURS <br />INTERNAL HYDROGRAPH TIME INCREMENT= .0400 HOURS <br /> PEAK TIME (HRS) PEAK DISCHARGE(CFS) PEAK ELEVATION (FEET) <br /> 12.09 24.57 (RUNOFF) <br />TIME (HRS) FIRST HYDROGRAPH POSNT = .00 HOURS TIME INCREMENT = .10 HOURS DRAINAGE AREA = .04 SQ.MZ. <br />10 .00 DISCHG .O1 .03 .06 .07 .09 .12 .16 .21 . 26 ,33 <br />11 .00 DISCHG .40 .48 .EB .68 .81 .99 1.59 3.38 E. 89 11 ,66 <br />12 .00 DISCHG 20.99 24.54 18.86 11 .92 8 .11 5.94 4.77 9.07 3. 63 3 .27 <br />13 .00 DISCHG 2.95 2.74 2.52 2 .36 2 .22 2.09 1.98 1.85 1. 75 1 .67 <br />14 .00 DISCHG 1.60 1.54 1.47 1 .42 1 .36 1.30 1.25 1.18 1. 13 1 ,11 <br />15 .00 DISCHG 1.10 1.09 1.09 1 .09 1 .05 1.00 .97 .98 . 99 ,95 <br />16 .00 DISCHG .99 .95 .9E .96 .96 .99 .94 .88 . 84 .82 <br />17 .00 DISCHG .81 .80 .80 .80 .80 .80 .80 .80 . 80 .76 <br />18 .00 DISCHG .71 .67 .66 .65 .66 .68 .6E .6E . 66 ,68 <br />19 .00 DISCHG .66 .65 .6E .68 .65 .6E .65 .68 . 6E .61 <br />20 .00 DISCHG .66 .E2 .80 .EO .99 .49 .49 .49 . 99 .49 <br />21 .00 DISCHG .49 .99 .49 .49 .80 .EO .60 .60 . EO .60 <br />22 .00 DISCHG .60 .90 .60 .60 .60 .60 .90 .60 . 50 .EO <br />23 .00 DISCHG .90 .EO .EO .EO .90 .EO .90 .80 . 80 .46 <br />24 .00 DISCHG .40 •.33 .20 .09 .04 .02 .O1 .OD <br />RUNOFF VOLUME ABOVE BASEFLOW = .98 WATERSHED INCHES, 23.04 CFS-HRS, 1. 90 ACRE-FEET; BASEFLOW = .00 CFS <br />OPERATION ADDHYD CROSS SECTION 1 <br /> INPUT HYDROGRAPHS= 1,6 OUTPUT HYDROGRAPH= 5 <br />PEAK TI ME (HRS) PEAK DISCHARGE (CFS) <br />12.28 116.49 <br />19.66 4.99 <br />23.66 3.51 <br />PEAK ELEVATI ON (FEET) <br />(NULL) <br />(NULL) <br />(NULL) <br />(Revisetl 12/00) Attachment 2.05.3(3) -10-46 <br />