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SEDCAD 4.0 <br />(:nnurinh4 10GA Pamcl~ I Crhw~h <br />II-W: Channel PM-iC TRM Design - 7% Slope, <br />Capacity Analysis <br />Material: Vegetated w/ TRM <br />Trapezoidal Channel <br />• <br />• <br />Left Ri ht <br />Bottom g Retardance Freeboard <br />Freeboard Freeboard Limitin <br />9 <br />Sideslope Sideslope Slope (%) <br />Width (ft) Ratio Ratio Classes Mult. x <br />Depth (ft) % of De th <br />p Velocity <br /> <br />(fps) <br /> (VxD) <br />3.00 4.0:1 4.0:1 7.0 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: 0.21 ft 0.51 ft 0.46 ft 0.76 ft <br />Top Width: 4.64 ft 7.04 ft 6.67 ft 9.07 ft <br />Velocity: 1.28 fps 0.45 fps <br />X-Section Area: 0.78 sq ft 2.22 sq ft <br />Hydraulic Radius: 0.167 0.327 <br />Froude Number: 0.55 0.14 <br />Roughness Coefficient: 0.0935 0.4141 <br />SEDCAD Utility Run <br />TR-59 <br />20-1-151F <br />Printed 08-22-2007 <br />Revised 08/07 <br />