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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 24 <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 /> Velocity: 0.30 fps 0.06 fps <br /> X-Section Area: 0.19 sq ft 0.88 sq ft <br /> Hydraulic Radius: 0.131 ft 0.285 ft <br /> Froude Number: 0.14 0.02 <br /> Roughness 0.1569 1.2529 <br /> Coefficient: <br /> Structure #15(Nulls <br /> Null 7700' Terrace Ditch <br /> Structure #14(Vegetated Channel <br /> West 7800' Terrace Ditch <br /> Triangular Vegetated Channel Inputs: <br /> Material: Smooth brome <br /> Left Right Freeboard Limiting <br /> 9 Freeboard Freeboard 9 <br /> Retardance <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 2.54 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: 0.01 cfs 0.01 cfs <br /> Depth: 0.19 ft 2.73 ft 0.46 ft 3.00 ft <br /> Top Width: 0.87 ft 12.30 ft 2.09 ft 13.52 ft <br /> Velocity: 0.17 fps 0.03 fps <br /> X-Section Area: 0.08 sq ft 0.48 sq ft <br /> Hydraulic Radius: 0.088 ft 0.212 ft <br /> Froude Number: 0.10 0.01 <br /> Roughness 0.2097 2.1769 <br /> Coefficient: <br /> Structure #13(Nulls <br /> Null Confluence West 7800' Terrace Ditch <br /> Structure #11 (Vegetated Channel <br /> West Fork Station 40+00 to 83+05 <br /> Filename:West Taylor Pond 10 YR-24 HR.sc4 Printed 01-05-2021 <br />