Laserfiche WebLink
BEDCAD+ RIPRAP CHANNHL DESION <br /> <br />POND 010 IDU:ROENCY SPILLWAY CHANNEL <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopec (L and R) <br />Hottom Width <br />Preaboard <br />TRAPEZOIDAL <br />102.86 cfa <br />6.00 6 <br />3.00:1 3.00:1 <br />8.00 feet <br />0.3 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 />Ci068 Sectional Area <br />Hydraulic Radius <br />Nanning's n <br />Froude Number <br />Dmax <br />D50 <br />D10 <br />0.89 ft <br />1.19 ft <br />13.30 ft <br />15.10 ft <br />10.93 fps <br />9.41 eq ft <br />0.69 ft <br />0.039 <br />2.29 <br />1.250 ft (15.00 in) <br />1.000 ft (12.00 ia) <br />0.333 ft ( 6.00 ia) <br /> <br />