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<br /> <br /> <br />SEDC.4D+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />MOFF~IT POND INLET <br />INPUT CALUES: <br />Shape TRAPEZOIDAL <br />Discharge 75.95 cfs <br />Slope 17.00 Y, <br />Sideslopes (L and R) 5.00:1 <br />Bottom Width 12.00 feet <br />Freeboard 1 ft <br />RESULTS: <br />Steep Slope Design - PADER Method <br />Depth <br />with Freeboard <br />Top Width <br />with Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Manning's n <br />Froude Number <br />Dmax <br />D50 <br />Dl0 <br />0.68 ft <br />1.68 ft <br />18.80 ft <br />28.80 ft <br />7.26 fps <br />10.46 sq ft <br />0.55 ft <br />0.057 <br />1.71 <br />0.625 ft <br />0.500 ft <br />0.167 ft <br />4.6-33a <br />5.00:1 <br />7.50 in) <br />6.00 in) <br />2.00 in) <br />May 14, 1993 <br />