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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1°°A 9n1n D-1� I Q,k--h <br /> 14 <br /> Detailed Discharge Table <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 #21 (VeOetated Channel <br /> East 7800' Terrace Ditch <br /> Triangular Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Retardance Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Mult.x Velocity <br /> Ratio Ratio Classes Depth(ft) %of Depth (VxD) (fps) <br /> 1.5:1 3.0:1 1.5 D, B 2.03 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: 0.41 cfs 0.41 cfs <br /> Depth: 0.52 ft 2.55 ft 0.97 ft 3.00 ft <br /> Top Width: 2.33 ft 11.47 ft 4.39 ft 13.52 ft <br /> Velocity: 0.69 fps 0.19 fps <br /> X-Section Area: 0.60 sq ft 2.14 sq ft <br /> Hydraulic Radius: 0.237 ft 0.445 ft <br /> Froude Number: 0.24 0.05 <br /> Roughness 0.1016 0.5489 <br /> Coefficient: <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />