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SEDCAD 4.0 <br />('nn~rrinhf 1°°R Pamcla I Cr•h~nrah <br />Bann <br />Left <br />Bottom Sideslope <br />Width (ft) Ratio <br />z nn 4.0:] <br />Y -1~: 1'RM ®esian - 31.0% Slop <br />Capacity Analysis <br />Material Vegetated w/ TRM <br />Trapezoidal Channel <br />Freeboard <br />Right Retardance Freeboard Freeboard <br />Sideslope Slope (%) Classes De th (ft) % of Depth Mult. x <br />P (VxD) <br />Ratio <br />„ n., z~ n n R 0.30 <br /> Stability Stability Capacity Capacity <br /> Class D w/o Class D w/ Class B w/o Class B w/ <br /> Freeboard Freeboard Freeboard Freeboard <br />Design Discharge: 1.20 cfs 1.20 cfs <br />Depth: 0.14 ft 0.44 ft 0.31 ft 0.61 ft <br />Top Width: 4.14 ft 6.54 ft 5.45 ft 7.85 ft <br />Velocity: 2.37 fps 0.93 fps <br />X-Section Area: 0.51 sq ft 1.29 sq ft <br />Hydraulic Radius: 0.121 0.234 <br />Froude Number: 1.19 0.34 <br />Roughness Coefficient: 0.0853 0.3376 <br />SEDCAD Utility Run <br />TR-36 <br />13-12.3-48 <br />Limiting <br />Velocity <br />(fps) <br />9.0 <br />1 <br />• <br />• <br />Printed 07-30-2007 <br />Revised 08/07 <br />