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r <br />ORIGINAL <br />GROUND <br />ft Freeboard <br />b <br />D = (Qn/Ksl/2~ 0.375 = 0.50 ft <br />b = 0.0 ft <br />n = 0.030 <br />Q = 2.00 cfs <br />K = 2.71 <br />S = 0.02 <br />V = Q/A = 2.67 ft/s <br />A = 0.75 ft2 <br />Fig. 1. West Pyeatt Diversion Ditch 0/1 Design <br />c <br />4 <br />Revised 8/86 <br />