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SEDCAD+ ERODIBLE CHANNEL DESIGN <br />------------------------- - - - - -- <br />Attachment 6 <br />• point discharge <br />Limiting Velocity Technique <br />Sediment -laden Water <br />INPUT VALUES: <br />Shape <br />TRIANGULAR <br />Discharge <br />0.10 cfs <br />Slope <br />1.00 $ <br />Sideslopes <br />100.00:1 (L) 100.00:1 (R) <br />Manning's n <br />0.020 <br />Max. Velocity <br />3.00 fps <br />Material <br />SILT LOAM NONCOLLOIDAL <br />Freeboard <br />None <br />RESULTS: <br />Actual Discharge <br />0.10 <br />cfs <br />Depth <br />0.04 <br />ft <br />with Freeboard <br />0.00 <br />ft <br />Top Width <br />8.36 <br />ft <br />with Freeboard <br />0.00 <br />ft <br />Velocity <br />0.57 <br />fps <br />Cross Sectional Area <br />0.17 <br />sq ft <br />Hydraulic Radius <br />0.02 <br />ft <br />Froude Number <br />0.69 <br />