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SEDCAD 4 for Windows <br /> r�.,.,...h 1aaa 001n o�. 1, i c..h....k <br /> 12 <br /> Combined <br /> Elevation Straight Pipe Emergency Total <br /> (ft) (cfs) Spillway(cfs) Discharge <br /> (cfs) <br /> 90.00 0.000 0.000 0.000 <br /> 91.00 0.000 0.000 0.000 <br /> 92.00 0.000 0.000 0.000 <br /> 93.00 0.000 0.000 0.000 <br /> 94.00 0.000 0.000 0.000 <br /> 95.00 0.000 0.000 0.000 <br /> 96.00 0.000 0.000 0.000 <br /> 97.00 0.000 0.000 0.000 <br /> 98.00 0.000 0.000 0.000 <br /> 99.00 (3)>2.094 0.000 2.094 <br /> 100.00 (5)>4.263 0.000 4.263 <br /> 101.00 (6)>5.033 25.483 30.516 <br /> 102.00 (6)>5.701 93.036 98.736 <br /> 103.00 (6)>6.275 200.972 207.246 <br /> Structure #23(Veaetated Channel <br /> EFSP-1 to EFSP-2 deg Channel <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 1.5 D, B 2.24 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: 90.34 cfs 90.34 cfs <br /> Depth: 1.20 ft 3.44 ft 1.76 ft 4.00 ft <br /> Top Width: 19.19 ft 32.63 ft 22.57 ft 36.01 ft <br /> Velocity: 4.84 fps 2.97 fps <br /> X-Section Area: 18.68 sq ft 30.46 sq ft <br /> Hydraulic Radius: 0.954 ft 1.316 ft <br /> Froude Number: 0.86 0.45 <br /> Roughness 0.0365 0.0738 <br /> Coefficient: <br /> Structure #22 (Ponds <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />