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SEDCAD 4 for Windows <br /> Rnrninnht 1008_1(11n Pamola I Crhlnlah <br /> 13 <br /> Material: Smooth brome <br /> Left Right I Freeboard Limiting <br /> Bottom g Retardance Freeboard Freeboard <br /> Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Width(ft) Ratio Ratio Classes Depth (ft) %of Depth (VxD) (fps) <br /> 2.00 1.0:1 7.0:1 3.0 D, B 7.0 <br /> Vegetated Channel Results: <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: 19.06 cfs 19.06 cfs <br /> Depth: 0.92 ft 1.42 ft <br /> Top Width: 9.37 ft 13.38 ft <br /> Velocity: 3.64 fps 1.74 fps <br /> X-Section Area: 5.23 sq ft 10.95 sq ft <br /> Hydraulic Radius: 0.546 ft 0.797 ft <br /> Froude Number: 0.86 0.34 <br /> Roughness Coefficient: 0.0473 0.1272 <br /> Structure #11 (Vegetated Channel) <br /> Streeter Ditch 80+00 to SD-1 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard FreeboardFreeboard Limiting Retardance <br /> Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Width(ft) Classes <br /> Ratio Ratio Depth(ft) %of Depth (VxD) (fps) <br /> 15.00 3.0:1 3.0:1 3.2 D, B 7.0 <br /> Vegetated Channel Results: <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: 213.46 cfs 213.46 cfs <br /> Depth: 1.25 ft 1.66 ft <br /> Top Width: 22.47 ft 24.97 ft <br /> Velocity: 9.15 fps 6.43 fps <br /> X-Section Area: 23.33 sq ft 33.22 sq ft <br /> Hydraulic Radius: 1.020 ft 1.302 ft <br /> Froude Number: 1.58 0.98 <br /> Roughness Coefficient: 0.0295 0.0494 <br /> Filename: Exhibit 7-14E Streeter Ditch 100 Yr 24 Hr.sc4 Printed 02-10-2020 <br />