Laserfiche WebLink
SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />n <br />U <br />POND 15 OUTFLOW <br />INPUT VALUES: <br />Shape TRAPEZOIDAL <br />Discharge 19.80 cfs <br />Slope 25.00 $ <br />Sideslopes (L and R) 3.00:1 3.00:1 <br />Bottom Width 10.00 feet <br />Freeboard 1 ft <br />RESULTS: <br />• <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 />0.12 ft <br />1.12 ft <br />10.74 ft <br />16.74 ft <br />15.38 fps <br />1.29 sq ft <br />0.12 ft <br />0.037 <br />7.83 <br />0.938 ft (11.25 in) <br />0.750 ft ( 9.00 in) <br />0.250 ft ( 3.00 in) <br /> <br />