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SEDCAD 4.0 <br />rnmminhr IQQA_9nn° D---I9 1 Rrhu /oh <br />Refuse Disposal Area - Bench Ditch 5R (BD -5R), <br />2.1% Slope <br />Material: Graded loam to cobbles when noncolloidal <br />Triangular Channel <br />1] <br />SEDCAD Utility Run Printed 08 -10 -2009 <br />Left Right <br />Freeboard Freeboard Freeboard <br />Limiting <br />Depth: <br />Sideslope Sideslope Slope ( %) Manning's n <br />Mult. x <br />Depth (ft) % of Depth <br />Velocity <br />(fps) <br />X- Section Area: <br />Ratio Ratio <br />(VXD) <br />0.284 ft <br />Froude Number: <br />20.0:1 3.0:1 2.1 0.0300 <br />0.30 <br />5.0 <br />1] <br />SEDCAD Utility Run Printed 08 -10 -2009 <br />w/o Freeboard w/ Freeboard <br />Design Discharge: <br />11.60 cfs <br />Depth: <br />0.57 ft 0.87 ft <br />Top W idth: <br />Velocity: <br />13.10 ft 20.00 ft <br />3.11 fps <br />X- Section Area: <br />3.73 sq ft <br />Hydraulic Radius: <br />0.284 ft <br />Froude Number: <br />1.03 <br />1] <br />SEDCAD Utility Run Printed 08 -10 -2009 <br />