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SEDCAD 4.0 <br />r,.~„d,.~.r ~ooc o~..,oi~ i c,.n,.,~n <br />Channel PM-1 -TRM Design: 2% Slope, <br />Capacity Analysis <br />Material: Vegetated w/ TRM <br />Trapezoidal Channel <br />Left Right <br />Bottom Retardance Freeboard Freeboard Freeboartl Limiting <br />Width ft Sideslope Sideslope Stope (%) Classes <br />() o Mult. x <br />Depth (ft) /° of Depth Velocity <br />Ratio Ratio (VxD) (fps) <br />3.00 4.0:1 4.0:1 2.0 E, B 0.30 9.0 <br /> Stability <br />Class E w/o <br />Freeboard Stability <br />Class E w/ <br />freeboard Capacity <br />Class B w/o <br />Freeboard Capacity <br />Class B w/ <br />Freeboard <br />Design Discharge: 7.35 cfs 7.35 cfs <br />Depth: 0.51 ft 0.81 ft 1.16 ft 1.46 ft <br />Top Width: 7.06 ft 9.46 ft 12.26 ft 14.66 ft <br />Velocity: Z.88 fps 0.83 fps <br />X-Section Area: 2.55 sq ft 8.64 sq ft <br />Hydraulic Radius: 0.355 0.704 <br />Froude Number: 0.85 0.17 <br />Roughness Coefficient: 0.0365 0.2003 <br />SEDCAD U[ility Run Printed 06-19-2007 <br />