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sEDCa~ 4.0 <br />M.+„rlnh~ ~ooa po~,oio i c~h~.,~h <br />Channel VPM-2: TRM Design - 10.0% Slope, <br />Capacity Analysis <br />Material• Vegetated w/ TRM <br />Trapezoidal Channel <br />i Freeboard Limiting <br />Left Right Retardance Freeboard Freeboard Velocity <br />i Bottom Sideslope Sideslope Slope (%) Classes Mult. x <br />Width (ft) Ratio Ratio Depth (ft) % of Depth (VxD) (fps) <br />i <br />3.00 4.0:1 4.0:1 10.0 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: 0.19 ft 0.49 ft 0.41 ft 0.71 ft <br />Top Width: 4.48 ft 6.88 ft 6.29 ft 8.69 ft <br />Velocity: 1.45 fps 0.52 fps <br />X-Section Area: 0.69 sq ft 1.91 sq ft <br />Hydraulic Radius: 0.153 0.299 <br />Froude Number: 0.65 0.17 <br />Roughness Coefficient: 0.0925 0.4012 <br />1 <br />• <br />• <br />• <br />SEDCAD Utility Run <br />TR-36 <br />13-12.3-34 <br />Printed 07-30-2001 <br />Revised 08/07 <br />