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SEDCAD 4.0 <br />(`nnurinht ~oOR P~mcl~ I Crh•nl~h <br />Channel ~(PM-1-i: TRM Design - 11% Slope, <br /> Capacity Analysis <br /> Material• Vegetated w/ TRM <br /> Trapezoidal Channel <br />Ri ht <br /> <br />Left 9 <br /> <br />Retardance Freeboard Freeboard <br />Freeboard Limiting <br />Mult. x Velocity <br />Bottom Sideslope Sideslope Slope (%) Classes De th (ft) <br />p /o of Depth <br />° fps) <br />(VxD) ( <br />Width (ft) <br />Ratio Ratio <br />9.0 <br />3.00 4.0:1 4.0:1 <br />p, g 0.30 <br />11.0 <br /> Stability Stability Capacity Capacity <br />I Class D w/o Class D w/ Class <br />ee <br />F B w/o <br />board Class B w/ <br />Freeboard <br /> Freeboard Freeboard r <br /> <br />Design Discharge: <br />5.80 cfs 5.80 cfs <br />96 ft <br />0 <br /> Depth: 0.37 ft 0.67 ft 0.66 ft . <br /> Top Width: <br />8.35ft <br />5.95 ft <br />8.30ft <br />10.70ft <br /> Velocity: 3.51 fps 1.55 fps <br /> X-Section Area: 1.65 sq ft <br />3.74 sq ft <br /> Hydraulic Radius: <br />0.273 <br />0.442 <br /> Froude Number: <br />1.17 <br />0.41 <br /> Roughness Coefficient: 0.0590 <br />0.1844 <br />SEDCAD Utility Run <br />"I"R-36 13-12.3-32A <br />1 <br />• <br />• <br />Printed OS-07-2007 <br />Revised 08/07 <br />