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SEDCAD 4 for Windows <br />r'.—,,inhf I QQA -9007 P-1� I Q,hu-K <br />0 <br />Left Right <br />Bottom Retardance <br />Freeboard <br />Freeboard Freeboard <br />i Limitin g <br />Sideslope Sideslope Slope Classes <br />Width (ft) <br />Ratio Ratio <br />Depth (ft) % of Depth Mu It. x <br />Velocity <br />(fps) <br />6.99 ds <br />0.38 ft <br />13.50 ft <br />1.46 fps <br />(VxD) <br />6.99 cfs <br />12.00 2.0:1 2.0:1 2.0 D, B <br />0.30 <br />5.0 <br />Vegetated Channel Results: <br />• <br />• <br />Filename: 25 yr 24 hr Perimeter Drainage Ditches with Vegetated Spillway Channel.sc4 Printed 04-24-2009 <br />Stability <br />Class D w/o <br />Freeboard <br />Stability <br />Class D w/ <br />Freeboard <br />Capacity <br />Class B w/o <br />Freeboard <br />Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: <br />Depth: <br />Top Width: <br />Velocity: <br />6.99 ds <br />0.38 ft <br />13.50 ft <br />1.46 fps <br />0.68 ft <br />14.70 ft <br />6.99 cfs <br />0.74 ft <br />1.04 ft <br />14.98 ft <br />16.18 ft <br />— <br />0.70 fps <br />X- Section Area: <br />4.79 sq ft <br />10.05 sq ft <br />Hydraulic Radius: <br />0.350 ft <br />0.656 ft <br />Froude Number: <br />0.43 <br />0.15 <br />Roughness Coefficient: <br />0.0716 <br />0.2286 <br />• <br />• <br />Filename: 25 yr 24 hr Perimeter Drainage Ditches with Vegetated Spillway Channel.sc4 Printed 04-24-2009 <br />