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SEDCAD 4.0 <br />RnnvrinhT BOOR Pnmula 1 Ghwmh <br />II-W: Channel PM-1C TRM Desian - 23% Slope, <br />Capacity Analysis <br />Material: Vegetated w/ TRM <br />Trapezoidal Channel- <br />Left Ri ht <br />9 <br />Retardance <br />Bottom Freeboard <br />Freeboard Freeboard Limitan <br />g <br /> <br />Sideslope Sideslope Slope (%) <br />Classes <br />Width (ft) <br />R <br />i <br />Mult. x <br />Depth (ft) % of Depth Veloci <br />tY <br />(fps) <br />at <br />o <br />Ratio (VxD) <br />3.00 4.0:1 4.0:1 23.0 D, B 0.30 9.0 <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: 1.00 cfs 1.00 cfs <br />Depth: 0.14 ft 0.44 ft 0.32 ft 0.62 ft <br />Top Width: 4.15 ft 6.55 ft 5.54 ft 7.94 ft <br />Velocity: 1.94 fps 0.74 fps <br />X-Section Area: 0.51 sq ft 1.36 sq ft <br />Hydraulic Radius: 0.123 0.242 <br />Froude Number: 0.97 0.26 <br />Roughness Coefficient: 0.0903 0.3751 <br /> <br /> <br />SEDCAD Utility Run <br />TR-59 <br />20-1-151G <br />Printed OS-22-2007 <br />Revised 08/07 <br />