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SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />• <br />3RD N DITCH BETWEEN CULVERTS C-A & C-AA <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Freeboard <br />RESULTS: <br />TRIANGULAR <br />16.21 cfs <br />9.21 $ <br />2.00:1 <br />.3 ft <br />4.00:1 <br />Steep Slope Design - Simons/OSM Method <br />\J <br />J <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 />0.43 ft <br />0.73 ft <br />2.59 ft <br />4.39 ft <br />29.10 fps <br />0.56 sq ft <br />0.20 ft <br />0.043 <br />11.05 <br />2.188 ft (26.25 in) <br />1.750 ft (21.00 in) <br />0.583 ft ( 7.00 in) <br />12-20-93 <br />D-24 <br />