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SEDCAD 4 for Windows <br /> rnn,nnht 1 QOA-9M n Pnmch I Crhmnmh <br /> 18 <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: 74.92 cfs 74.92 cfs <br /> Depth: 0.80 ft 1.22 ft <br /> Top Width: 19.82 ft 22.30 ft <br /> Velocity: 5.36 fps 3.30 fps <br /> X-Section Area: 13.98 sq ft 22.68 sq ft <br /> Hydraulic Radius: 0.696 ft 0.999 ft <br /> Froude Number: 1.12 0.58 <br /> Roughness Coefficient: 0.0390 0.0806 <br /> Structure #10 (Vegetated Channel) <br /> Streeter Ditch 45+00 to 80+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting Retardance Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Width(ft) Ratio Ratio Classes Depth(ft) %of Depth (VXD) (fps) <br /> 12.00 3.0:1 3.0:1 2.0 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: 76.71 cfs 76.71 cfs <br /> Depth: 1.03 ft 1.53 ft <br /> Top Width: 18.16 ft 21.20 ft <br /> Velocity: 4.95 fps 3.01 fps <br /> X-Section Area: 15.49 sq ft 25.47 sq ft <br /> Hydraulic Radius: 0.837 ft 1.174 ft <br /> Froude Number: 0.95 0.48 <br /> Roughness Coefficient: 0.0378 0.0778 <br /> Structure #7(Riprap Channel) <br /> Streeter Ditch 25+00 to 45+00 <br /> Streeter Ditch 25+00 to 45+00 <br /> Trapezoidal Riprap Channel Inputs: <br /> Filename. Exhibit 7-14E Streeter Pond 10 Yr 24 Hr.sc4 Printed 02-10-2020 <br />