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SEDCAD 4.0 <br />r.—.mnh} 1°°A - , )N17 P—i. I G•h1119h <br />I g Refuse Disposal Area - Temporary Ditch RDA -5 (Upper), <br />2.5% Slope <br />Material: Graded loam to cobbles when noncolloidal <br />Trapezoidal Channel <br />Left Right <br />Freeboard <br />Freeboard <br />Limiting <br />g <br />Bottom <br />Sideslope Sideslope Slope ( %) Manning 's n <br />.Freeboard <br />Muit. x <br />Velocity <br />Width (ft) Ratio Ratio <br />Depth (ft) %° of Depth (VxD) <br />(fps) <br />5.00 3.0:1 3.0:1 2.5 0.0300 <br />0.30 <br />5.0 <br />SEDCAD Utility Run Printed 09 -29 -2009 <br />w/o Freeboard ' w/ Freeboard <br />Design Discharge: <br />21.30 cfs <br />Depth: <br />0.64 ft 0.94 ft <br />Top Width: <br />8.81 ft 10.61 ft <br />Velocity: <br />4.86 fps <br />X- Section Area: <br />4.39 sq ft <br />Hydraulic Radius: <br />0.486 ft <br />Froude Number: <br />1.21 <br />SEDCAD Utility Run Printed 09 -29 -2009 <br />