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SEDCAD 4.0 <br />('.nn~minh} 10°A P~mcla I Crh~eiah <br />II-W: Channel PM-2A TRM Desian - 11% Slope, <br />Capacity Analysis <br />Material• Vegetated w/ TRM <br />Trapezoidal Channel <br /> <br />a <br />Left Right <br />Retardance Freeboard Freeboard Freeboard Limiting <br />Velocity <br />Bottom Sideslope Sideslope Slope (%) <br />Width (ft) Classes <br />i Mult. x <br />Depth (ft) % of Depth (VxD) <br />(fps) <br />o <br />Ratio Rat <br />3.00 4.0:1 4.0:1 11.0 D, B 0.30 10.0 <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: 0.39 ft 0.69 ft 0.69 ft 0.99 ft <br />Top Width: 6.11 ft 8.51 ft 8.50 ft 10.90 ft <br />Velocity: 3.74 fps 1.68 fps <br />X-Section Area: 1.77 sq ft 3.95 sq ft <br />Hydraulic Radius: 0.285 0.456 <br />Froude Number: 1.22 0.43 <br />Roughness Coefficient: 0.0571 0.1741 <br />SEDCAD Utility Run <br />TR-59 <br />20-1-174 <br />Printed 05-02-2007 <br />Revised 05/07 <br />