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• SECCAD 4 for Windows <br /> 6 <br /> Combined <br /> $road-Elevation TOW <br /> (ft) crested Wev Discharge <br /> (c1) <br /> (cfs) <br /> 5,602.00 0.000 0.000 <br /> 5,60225 0.000 0.000 <br /> 5,602.50 0.000 0.000 <br /> 5,60275 0.000 0.000 <br /> 5,4503,00 0.000 0.000 <br /> 5,603.25 0.000 0.000 <br /> 5,603-50 0.000 0.000 <br /> 5,603.75 3.087 3.087 <br /> ---..........._.... — --- <br /> 5,604.00 8.731 11731 <br /> Structure#2 LErOdIffle Channel <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> BottomLeft Right Freeboard Freeboard Freeboard Limiting <br /> Sideslope Side,bpe Slope(%) Manning's n Veiocity <br /> Width(ft) Ratty Ratio Depth(ft) %of Depth u ) (fps) <br /> 5.00 3.0:1 3.0A 5.5 0.0300 0.50 4.0 <br /> Erodible Channel Results: <br /> w/o Freeboard wJ Freeboard <br /> Design Discharge: 0.41 cfs <br /> Depth: 0.05 ft 0.55 ft <br /> -----.__............--- <br /> Top Width: 5.30 ft 8.30 ft <br /> Velocity. 1.56 fps <br /> X-Section Area: 0.26 sq ft <br /> Hydraulic Radius: 0.049 ft <br /> Froude Number: 1.24 <br /> Filename Well Pad 100 Year sc4 Printed 12-20-2021 <br /> Blue Mountain Energy 29 Illustration 61 <br />