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C , <br />J <br />• <br /> <br />SEDCAD+ ERODIBLE CHANNEL DESIGN <br />------------------------------- <br />CLEANWATER DIVERSION - CF <br />Limiting Velocity Technique <br />Clear Water <br />INPUT VALUES: <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Manning's n <br />Max. Velocity <br />Material <br />Freeboard <br />TRIANGULAR <br />3.46 cfs <br />2.58 $ <br />2.00:1 (L) 4.00:1 <br />0.025 <br />4.00 fps <br />COARSE GRAVEL NONCOLLOIDAL <br />.3 ft <br />RESULTS: <br />Actual Discharge <br />Depth <br />with Freeboard <br />Top Width <br />with Freeboard <br />Velocity <br />Cross Sectional Area <br />Hydraulic Radius <br />Froude Number <br />11-4-93 <br />D-34 <br />3.46 cfs <br />0.54 ft <br />0.84 ft <br />3.27 ft <br />5.07 ft <br />3.88 fps <br />0.89 sq ft <br />0.26 ft <br />1.31 <br />(R) <br />