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SEDCAD+ RIPRAP CHANNEL DESIGN <br />West Pyeatt Diversion <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 72.00 cfs <br />Slope 15.60 $ <br />Sideslopes (L and R) 2.00:1 2.00:1 <br />Bottom Width 8.00 feet <br />Freeboard 1 ft <br />RESULTS: <br />Steep Slope Design - Simons/OSM 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 />D10 <br />0.54 ft <br />1.54 ft <br />10.16 ft <br />14.16 ft <br />14.70 fps <br />4.90 sq ft <br />0.47 ft <br />0.040 <br />3.73 <br />'' .wit (18.75 in) <br />fc~o~-rt (15.00 in) <br />^.,~,~ ( 5.00 in) <br />