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SEDCAD 4.0 <br />f:nnvrinh} ~O°A Pomch I Rrh~~~~h <br />II-W: Channel PM-2A TRM Design - 29% Slope, <br />Capacity Analysis <br />Material: Vegetated w/ TRM <br />Trapezoidal Channel <br />Left Right <br />Retardance <br />B <br />tt Freeboard Freeboard Freeboard Limiting <br />Velocity <br />o <br />om Sideslope Sideslope Slope (%) <br />Classes <br />Width (ft) <br />ti <br />R Mult. x <br />Depth (ft) % of Depth (VxD) (fps) <br />a <br />o <br />Ratio <br />3.00 4.0:1 4.0:1 29.0 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: 0.29 ft 0.59 ft 0.51 ft 0.81 ft <br />Top Width: 5.34 ft 7.74 ft 7.10 ft 9.50 ft <br />Velocity: 5.42 fps 2.56 fps <br />X-Section Area: 1.22 sq ft 2.59 sq ft <br />Hydraulic Radius: 0.226 0.358 <br />Froude Number: 2.00 0.75 <br />Roughness Coefficient: 0.0548 0.1582 <br />• <br />• <br /> <br />SEDCAD Utility Run Printed 05-02-2007 <br />TR-59 20-1-175 Revised 05/07 <br />