Laserfiche WebLink
tr <br />.::: i ~ ,_ <br />SEDCAD+ ERODIBLE CHANNEL DESIGN <br />Roadside Refuse Pile DM #19 <br />Limiting Velocity Technique <br />Sedimenti-laden Water <br />INPUT VALUES: <br /> <br />TRIANGULAR <br />2.36 cfs <br />2.00 <br />3.00:1 (L) 3.00:1 (R) <br />0.020 <br />4.00 fps <br />ALLUVTAT, SILTS 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 />2.36 cfs <br />0.46 ft , <br />0.76 ft <br />2.73 ft <br />4.53 ft <br />3.79_fps <br />0.62 sq ft <br />0.22 ft <br />1.40 .- <br /> <br />Shape <br />Discharge <br />Slope <br />Sideslopes <br />Manning~s n <br />Max. Velocity <br />Material <br />Freeboard <br />-'ib~°afvwG,!` °~"~', . ~ P,,;~t : , ~ ~ ... ,. : ~:.an~W' ~ ~1RI~6~I~1+`., ...:1F]fl' •+- ~S:JS''}: <br />