Laserfiche WebLink
SEDCAD 4 for Windows <br /> r m� ht i ooa <br /> 14 <br /> w/o Freeboard w/Freeboard <br /> Froude Number: 0.90 <br /> Structure#7(Erodible Channell <br /> Low terrace CW <br /> Trapezoidal Erodible Channel Inputs: <br /> Material: Graded loam to cobbles when noncolloidal <br /> Left Right Freeboard Limiting <br /> Bottom 9 Freeboard Freeboard 9 <br /> Width m Sideslope Sideslope Slope(%) Manning's n Mult.x V�OC1N <br /> Ratio Ratio Depth(ft) %of Depth (VxD) 11 (fps) <br /> 0.00 10.0:1 3.0:1 1.0 0.03001, 0.50 3.8 <br /> Erodible Channel Results: <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 3.20 cfs <br /> Depth: 0.50 R 1.00 ft <br /> Top Width: 6.52 R 13.02 ft <br /> Velocity: 1.96 fps <br /> X-Section Area: 1.63 sg ft <br /> Hydraulic Radius: 0.248 ft <br /> Froude Number: 0.69 <br /> Structure#15(Riprap Channel) <br /> East perimeter channel <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sidesb a Sideslo Sloe % <br /> Width(ft) P P ( ) Depth R ah of Depth Mult.x <br /> Ratio Ratio P ( ) eP (Vxp) <br /> 1.00 2.5:1 2.5:1 4.8 0.50 <br /> Riprap Channel Results: <br /> PADER Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 14.67 cfs <br /> Depth: 0.88 ft 1.38 ft <br /> Top Width: 5.39 ft 7.89 ft <br /> Filename:ComUnation Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 23 Illustration 62 <br />