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SEDCAD 4 for Windows <br /> !`nn.,rin h4 1aaA 9n1n D-1� I Q,k--h <br /> 16 <br /> w/o Freeboard w/ Freeboard <br /> Design Discharge: 36.45 cfs <br /> Depth: 0.17 ft 4.00 ft <br /> Top Width: 13.05 ft 36.03 ft <br /> Velocity*: <br /> X-Section Area: 2.19 sq ft <br /> Hydraulic Radius: 0.167 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 4.00 in <br /> D50: 12.00 in <br /> Dmax: 15.00 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #16(Vegetated Channe/� <br /> 7700' 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 1.81 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: 1.01 cfs 1.01 cfs <br /> Depth: 0.67 ft 2.48 ft 1.19 ft 3.00 ft <br /> Top Width: 3.03 ft 11.17 ft 5.34 ft 13.49 ft <br /> Velocity: 0.99 fps 0.32 fps <br /> X-Section Area: 1.02 sq ft 3.17 sq ft <br /> Hydraulic Radius: 0.307 ft 0.542 ft <br /> Froude Number: 0.30 0.07 <br /> Roughness 0.0839 0.3812 <br /> Coefficient: <br /> Structure #15(Nulls <br /> Null 7700' Terrace Ditch <br /> Structure #14(Vegetated Channel <br /> Filename:West Taylor Pond 25 YR-24 HR.sc4 Printed 01-05-2021 <br />