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SEDCAD 4 for Windows <br /> r nnnnh��ooa�mn v.m.ia 1 C�h..,h <br /> 25 <br /> w/o Freeboard wl Freeboard <br /> Top Width: 2.53 ft 5.03 ft <br /> Velocity*: <br /> X-Section Area: 0.54 sq ft <br /> Hydraulic Radius: 0.2D4 ft <br /> Froude Number*: <br /> Manning's n*: <br /> Dmin: 2.00 in <br /> D50: 6.00 in <br /> Dmax: 7.50 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure#1 /Erodible Channel) <br /> Highest Terrace CCW <br /> Triangular Erodible Channel Inputs: <br /> Material: Graded silts to cobbles when colloidal <br /> Left Right Freeboard Freeboard Freeboard Limiting <br /> Sidesope Sideslope Slope(%) Manning's n Mult.x Velocity <br /> Ratio Rath Depth(R) %of Depth (VxD)It. (fps) <br /> 3.0:1 10.0:1 1.3 0.0300 1.00 4.0 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 6.21 crs <br /> Depth: 0.62 ft 1.62 ft <br /> Top Width: 8.00 ft 21.00 ft <br /> Velocity: 2.52 fps <br /> X-Section Area: 2.46 sq ft <br /> Hydraulic Radius: 0.304 ft <br /> Froude Number: 0.80 <br /> Structure#3(Rlprav Channel) <br /> Haul road bottom <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Filename:Combination Pile 2345 10 Year 5C4 Printed 04-14-2022 <br /> Blue Mountain Energy 34 Illustration 62 <br />