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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />WOLF CREEK FILL DIVERSION • <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 81.80 cfs <br />Slope 25.00 $ <br />Sideslopes (L and R) 3.00:1 :1.00:1 <br />Bottom Width 10.00 feet <br />Freeboard 1 ft <br />RESULTS: <br />Steep Slope Design - PADER Method <br />Depth 0.74 ft <br />with Freeboard 1.74 ft <br />Top Width 14.46 ft <br />with Freeboard 20.46 ft <br />Velocity 9.01 fps <br />Cross Sectional Area 9.08 sq ft <br />Hydraulic Radius 0.62 ft <br />Manning's n 0.060 <br />Froude Number 2.00 <br />Dmax 0.938 ft (11.25 in) • <br />D50 0.750 ft ( 9.00 in) <br />D10 0.250 ft ( 3.00 in) <br />• <br />7-6-3-42 <br />