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SEDCAD 4.0 <br />r.— ... inht b00n -OM9 P —I. I Crh�uoF� <br />r� <br />u <br />Cl u,C Disposal Area -Bench Ditch 4R (BD -4R <br />2.1% Slope <br />Material: Graded loam to cobbles when noncolloidal <br />Triangular Channel - <br />Left Right Freeboard Freeboard <br />Freeboard <br />Sideslope Sideslope Slope ( %) Manning's n Depth (ft) % of Depth Mult. x <br />Ratio Ratio (VxD) <br />20.0:1 3.0:1 2.1 0.0300 0.30 <br />• <br />11 <br />Limiting <br />Velocity <br />(fps) <br />5.0 <br />Printed 08 -10 -2009 <br />SEDCAD Utility Run <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />11.30 cfs <br />Depth: <br />0.56 ft 0.86 ft <br />Top Width: <br />12.97 ft 19.87 ft <br />Velocity: <br />3.09 fps <br />X- Section Area: <br />3.66 sq ft <br />Hydraulic Radius: <br />0.281 ft <br />Froude Number: <br />1.02 <br />• <br />11 <br />Limiting <br />Velocity <br />(fps) <br />5.0 <br />Printed 08 -10 -2009 <br />SEDCAD Utility Run <br />