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SEDCAD 4.0 <br />l:nn~minhf 1QQR Pomclo I Crhuiah <br />II-W: Channel PM-2A - 10% Slope <br />Material: Grass mixture <br />Trapezoidal Channel <br />Left Right <br />Retardance <br />Bottom Freeboard Freeboard Freeboard Limiting <br />Velocity <br />Sideslope Sideslope Slope (%) <br />tio Classes <br />Width (ft) <br />R <br />i Mult. x <br />Depth (ft) % of Depth (VxD) (fps) <br />a <br />o <br />Rat <br />3.00 4.0:1 4.0:1 10.0 D, B 0.30 4.0 <br /> Stability <br />Class D w/o <br />Freeboard Stability <br />Class D w/ <br />Freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 6.63 cfs 6.63 cfs <br />Depth: 0.40 ft 0.70 ft 0.71 ft 1.01 ft <br />Top Width: 6.20 ft 8.60 ft 8.66 ft 11.06 ft <br />Velocity: 3.60 fps 1.61 fps <br />X-Section Area: 1.84 sq ft 4.12 sq ft <br />Hydraulic Radius: 0.292 0.467 <br />Froude Number: 1.17 0.41 <br />Roughness Coefficient: 0.0574 0.1758 <br />• <br />• <br />• <br />SEDCAD Utility Run Printed 05-02-2007 <br />TR-59 20-1-169 Revised 05/07 <br />