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SEDCAD 4 for Windows <br /> rnn.minh+1008 OMl1 D.amela I enh..mh <br /> 16 <br /> Left Right Freeboard Freeboard Freeboard Limiting <br /> Bottom Sideslope Sideslope Slope(%) Retardance Mult.x <br /> Width(ft) Classes Depth(ft) %of Depth (VxD) Velocity <br /> Ratio Ratio (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: 0.02 cfs 0.02 cfs <br /> Depth: 0.06 ft 0.22 ft <br /> Top Width: 2.50 ft 3.75 ft <br /> Velocity: 0.15 fps 0.03 fps <br /> X-Section Area: 0.14 sq ft 0.63 sq ft <br /> Hydraulic Radius: 0.056 ft 0.165 ft <br /> Froude Number: 0.11 0.01 <br /> Roughness 0.2522 2.3419 <br /> Coefficient: <br /> Structure #4(Riprap Channel) <br /> Streeter Ditch 0+00 to 10+00 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left RightFreeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope( ) <br /> Width(ft) Mult.x <br /> Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 6.00 2.0:1 2.0:1 28.3 <br /> Riprap Channel Results: <br /> PADER Method - Mild Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 0.02 cfs <br /> Depth: 0.00 ft <br /> Top Width: 0.00 ft <br /> Velocity: 0.00 fps <br /> X-Section Area: 0.00 sq ft <br /> Hydraulic Radius: 0.000 ft <br /> Froude Number: 0.00 <br /> Manning's n: 0.0000 <br /> Dmin: 0.00 in <br /> D50: 0.00 in <br /> Dmax: 0.00 in <br /> Filename:Exhibit 7-14E Streeter Pond 25 Yr 24 Hr.sc4 Printed 02-10-2020 <br />