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Emergency Spillway Size <br /> <br />25 cfs - 2.2 cfs = 22.8 cfs = Q <br />Weir Equation <br />Q = 3.087 L H3.2 <br />22.8 = 3.087 L H3/2 <br />L = 10' <br />H = 0.82' <br />Riprap channel <br />Freeboard 2.18' <br />• <br /> <br />-19- <br />