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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1°°A 9n1n D-1� I Q,k--h <br /> 15 <br /> Structure #20(Nulls <br /> Null 7800' Terrace Ditch <br /> Structure #19(VeOetated Channel <br /> 7600' 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 1.96 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: 0.55 cfs 0.55 cfs <br /> Depth: 0.56 ft 2.52 ft 1.04 ft 3.00 ft <br /> Top Width: 2.54 ft 11.36 ft 4.68 ft 13.50 ft <br /> Velocity: 0.77 fps 0.23 fps <br /> X-Section Area: 0.72 sq ft 2.43 sq ft <br /> Hydraulic Radius: 0.258 ft 0.475 ft <br /> Froude Number: 0.26 0.06 <br /> Roughness 0.0955 0.4878 <br /> Coefficient: <br /> Structure #18 <br /> Null 7600' Terrace Ditch <br /> Structure #17(R/pray Channel <br /> East Fork Taylor Ditch 0+00 to EFSP-1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Width (f) Sideslope Sideslope Slope <br /> ( Depth (ft) %of Depth Mult. x <br /> Ratio Ratio <br /> (VxD) <br /> 12.00 3.0:1 3.0:1 25.0 3.83 <br /> Riprap Channel Results: <br /> Simons/OSM Method - Steep Slope Design <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />