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TABLE 4.6-28 (continued) <br />n <br />U <br />Watershed Shape Fodor <br />The hydraulic length of our watershed area is measured to be 13,670 ft. <br />Equivalent drainage area = JZ 209a 0.6 <br />o = 209 OI6 <br />a = (13,670) I <br />209 0.6 <br />a = I ,061.79 ac. <br />r1 <br />U <br /> <br />Actual actuol drainage areo <br />Discharge =equivalent discharge (equivolent drainoge area)' <br />According to 961.01 oc. <br />roinfall 48.8 cfs (1,061.79 oc. ) <br />Runoff = 44.2 cfs. <br />Ground Water 1.6131 ac-ft 43560 ft I day I hr I min <br />Discharge= I day X I oc X ~ x 60 min X 60 sec 0.8 cfs. <br />Actual Peak Inflow is the addition of the roinfall runoff and ground water = 44.2 <br />cfs + 0.8 cfs = 45.0 cfs. <br />Revised 7-81 <br />4.6-87 <br />