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SEDCAD+ RIPRAP CHANNEL DESIGN <br />NE-2 <br />INPUT VALUES: <br />Shape TRAPE <br />Discharge 3 <br />Slope 39 <br />Sideslopes (L and R) 3.00 <br />Bottom Width 0 <br />Freeboard .3 ft <br />LOIDAL <br />.00 cfs <br />.00 ~ <br />:1 3.00:1 <br />.10 feet <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 />D10 <br />0. 38 ft <br />0. 68 ft <br />2. 38 ft <br />4. 18 ft <br />6. 36 fps <br />0. 47 sq ft <br />0. 19 ft <br />0. 048 <br />2. 52 <br />0. 313 ft ( 3.75 in) <br />0. 250 ft ( 3.00 in) <br />0. 083 ft ( 1.00 in) <br />~~ <br />• <br />• <br />20-1-24 <br />Revised 08/19/96 <br />