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A 50 acre watershed has a curve number of 86. Compute the direct runoff volume (acre-feet)to result from a design storm with

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livm data Cuswe imIS) 내 inches CNTooo w here I6 S- 11 618 - o S- . 628 imckeg x 0.1357-6.78 a cse-therefore direct runoff volume is 6.78 acre-feet

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