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r <br />• <br />SEDCAD+ ERODIBLE CHANNEL DESIGN <br />------------------------------- <br />Diversion #2 <br />Limiting Velocity Technique <br />Sediment -laden Water <br />INPUT VALUES: <br />Shape <br />TRIANGULAR <br />Discharge <br />6.27 cfs <br />Slope <br />3.00 % <br />Sideslopes <br />2.00:1 (L) 3.00:1 <br />Manning's n <br />0.025 <br />Max. Velocity <br />5.00 fps <br />Material <br />STIFF CLAY, VERY COLLOIDAL <br />Freeboard <br />.33 ft <br />RESULTS: <br />Actual Discharge <br />6.26 <br />cfs <br />Depth <br />0.71 <br />ft <br />with Freeboard <br />1.04 <br />ft <br />Top Width <br />3.56 <br />ft <br />with Freeboard <br />5.21 <br />ft <br />Velocity <br />4.94 <br />fps <br />Cross Sectional Area <br />1.27 <br />sq ft <br />Hydraulic Radius <br />0.33 <br />ft <br />Froude Number <br />1.46 <br />(R) <br />