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SEDCAD 4 for Windows <br /> !`nn.,rin h4 100A 9n1n D-1� I Q,k--h <br /> 13 <br /> w/o Freeboard w/ Freeboard <br /> Dmax: 7.50 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure #15(Vegetated Channel <br /> East Taylor Ditch - Veg ETD-1 to 38+30 <br /> Trapezoidal Vegetated Channel Inputs: <br /> Material: Tall fescue <br /> Bottom <br /> Left Right Retardance Freeboard Freeboard Freeboard Limiting <br /> Sideslope Sideslope Slope(%) Classes Mult. x Velocity <br /> Width(ft) Ratio Ratio Depth (ft) %of Depth (VxD) (fps) <br /> 12.00 3.0:1 3.0:1 1.8 D, B 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: 17.16 cfs 17.16 cfs <br /> Depth: 0.57 ft 1.01 ft <br /> Top Width: 15.40 ft 18.09 ft <br /> Velocity: 2.21 fps 1.12 fps <br /> X-Section Area: 7.75 sq ft 15.27 sq ft <br /> Hydraulic Radius: 0.498 ft 0.829 ft <br /> Froude Number: 0.55 0.22 <br /> Roughness 0.0566 0.1569 <br /> Coefficient: <br /> Structure #14(Ponds <br /> ET9-1 Stock Pond <br /> Pond Inputs: <br /> Initial Pool Elev: 7,287.01 ft <br /> Initial Pool: 0.01 ac-ft <br /> *Sediment Storage: 0.00 ac-ft <br /> Dead Space: 0.00% <br /> *No sediment capacity defined <br /> Emergency Spillwax <br /> Spillway Elev Crest Length Left Right Bottom <br /> (ft) Sideslope Sideslope Width (ft) <br /> 7,289.00 30.00 2.00:1 2.00:1 32.00 <br /> Filename: East Taylor Pond 10 Yr 24 Hr Post Mine.sc4 Printed 03-24-2021 <br />