Laserfiche WebLink
SEDCAD+ RIPRAP CHANNEL DESIGN <br />----------------------------- <br />i ~ <br />U <br />3RD N ACCESS RD DITCH BETWEEN C-C & C-E <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes (L and R) <br />Freeboard <br />RESULTS: <br />TRIANGULAR <br />3.36 cfs <br />5.91 <br />2.00:1 <br />.3 ft <br />4.00:1 <br />Steep Slope Design - Simons/OSM Method <br />u <br />M <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 />0.33 ft <br />0.63 ft <br />1.98 ft <br />3.78 ft <br />10.29 fps <br />0.33 sq ft <br />0.16 ft <br />0.037 <br />4.47 <br />0.938 ft (11.25 ].n) <br />0.750 ft ( 9.00 in} <br />0.250 ft ( 3.00 in) <br />11_4_93 <br />n-32 <br />