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SEDCAD 4 for Windows <br /> r�.,.,...h 1aaa 001n o�. 1, i c..h....k <br /> 18 <br /> Combined <br /> Elevation Emergency Total <br /> (ft) Spillway(cfs) Discharge <br /> (cfs) <br /> 90.00 0.000 0.000 <br /> 91.00 0.000 0.000 <br /> 92.00 0.000 0.000 <br /> 93.00 0.000 0.000 <br /> 94.00 0.000 0.000 <br /> 95.00 0.000 0.000 <br /> 96.00 0.000 0.000 <br /> 97.00 0.000 0.000 <br /> 98.00 0.000 0.000 <br /> 99.00 0.000 0.000 <br /> 100.00 0.000 0.000 <br /> 101.00 0.000 0.000 <br /> 102.00 0.000 0.000 <br /> 103.00 0.000 0.000 <br /> 104.00 48.400 48.400 <br /> 105.00 167.398 167.398 <br /> Structure #10(Vegetated Channel <br /> Streeter Ditch 45+00 to 80+00 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Bottom <br /> Left Right Retardance Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Cl Mult. x Velocity <br /> Width (ft) Ratio Ratio asses 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: 5.32 cfs 5.32 cfs <br /> Depth: 0.33 ft 0.69 ft <br /> Top Width: 14.01 ft 16.16 ft <br /> Velocity: 1.22 fps 0.54 fps <br /> X-Section Area: 4.36 sq ft 9.76 sq ft <br /> Hydraulic Radius: 0.309 ft 0.596 ft <br /> Froude Number: 0.39 0.12 <br /> Roughness 0.0786 0.2733 <br /> Coefficient: <br /> Filename: Exhibit 7-14SP Streeter Pond 10 Yr 24 Hr.sc4 Printed 01-19-2021 <br />