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SEDCAD 4 for Windows <br /> rnn..rfn41 9000_Orlin Domclo I erl.,.,oh <br /> 13 <br /> Left RightFreeboard Freeboard Freeboard Limiting <br /> Bottom Sideslope Sideslope Slope(%) Retardance 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 1 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: 13.86 cfs 13.86 cfs <br /> Depth: 0.82 ft 1.31 ft <br /> Top Width: 8.58 ft 12.50 ft <br /> Velocity: 3.18 fps 1.46 fps <br /> X-Section Area: 4.36 sq ft 9.51 sq ft <br /> Hydraulic Radius: 0.496 ft 0.742 ft <br /> Froude Number: 0.79 0.29 <br /> Roughness 0.0507 0.1451 <br /> Coefficient: <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 Freeboard Freeboard Limiting <br /> Bottom Retardance <br /> Width(ft) Sideslope Sideslope Slope(%) Classes o Mult.x Velocity <br /> Ratio Ratio Depth(ft) /o 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: 139.31 cfs 139.31 cfs <br /> Depth: 1.04 ft _ 1.46 ft <br /> Top Width: 21.25 ft 23.78 ft <br /> Velocity: 7.38 fps 4.91 fps <br /> X-Section Area: 18.87 sq ft 28.39 sq ft <br /> Hydraulic Radius: 0.874 ft 1.170 ft <br /> Froude Number: 1.38 0.79 <br /> Roughness 0.0330 0.0603 <br /> Coefficient: <br /> Structure #10(Vegetated Channel) <br /> Filename:Exhibit 7-14E Streeter Pond 25 Yr 24 Hr.sc4 Printed 02-10-2020 <br />