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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1oaA 9n1n D-1� I Q,k--h <br /> 20 <br /> w/o Freeboard w/ Freeboard <br /> Depth: 0.11 ft <br /> Top Width: 6.42 ft <br /> Velocity*: <br /> X-Section Area: 0.66 sq ft <br /> Hydraulic Radius: 0.101 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 2.00 in <br /> D50: 6.00 in <br /> Dmax: 7.50 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #5(Veaetated Channel) <br /> Streeter South Side Ditch <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> 9 Freeboard Freeboard 9 <br /> Bottom Retardance <br /> Sideslope Sideslope Slope(%) Classes Mult. x Velocity <br /> Width(ft) Ratio Ratio 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: 0.04 cfs 0.04 cfs <br /> Depth: 0.08 ft 0.27 ft <br /> Top Width: 2.68 ft 4.16 ft <br /> Velocity: 0.22 fps 0.05 fps <br /> X-Section Area: 0.20 sq ft 0.83 sq ft <br /> Hydraulic Radius: 0.074 ft 0.197 ft <br /> Froude Number: 0.14 0.02 <br /> Roughness 0.2068 1.6946 <br /> Coefficient: <br /> Structure #4 <br /> Streeter Ditch 0+00 to 10+00 <br /> Structure #3 <br /> Null Abo ve Streeter Pond <br /> Filename: Exhibit 7-14SP Streeter Pond 10 Yr 24 Hr.sc4 Printed 01-19-2021 <br />