Laserfiche WebLink
SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />r1 <br />LJ <br />3RD N ACCESS RD DITCH BETWEEN C-D & C-B <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Freeboard <br />RESULTS: <br />TRIANGULAR <br />15.31 cfs <br />12.50 $ <br />2.00:1 <br />.3 ft <br />4.00:1 <br />Steep Slope Design - Simons/OSM Method <br />• <br />u <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 />0.35 ft <br />0.65 ft <br />2.11 ft <br />3.91 ft <br />41.33 fps <br />0.37 sq ft <br />0.17 ft <br />0.044 <br />17.38 <br />2.500 ft (30.00 in) <br />2.000 ft (24.00 in) <br />0.667 ft ( 8.00 in) <br />11-?-93 <br />D-28 <br />