Laserfiche WebLink
SEDCAD 4 for Windows <br /> rnrn.:ht iaaA onm P—i,i c.h�n <br /> 15 <br /> w/o Freeboard w/Freeboard <br /> Velocity: 5.22 fps <br /> X-Section Area: 2.81 sq ft <br /> Hydraulic Radius: 0.490 Ft <br /> Froude Number: 1.28 <br /> Manning's n: 0.0390 <br /> Dmin: 2.00 in <br /> D50: 3.00 in <br /> Dmax: 4.50 in <br /> Structure#14 69Vr3p Channel) <br /> North base east 2 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Rival) <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth (VxD) <br /> 1.00 2.5:1 2.5:1 3.41, 0.50 <br /> Riprap Channel Results: <br /> PADER Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 1.93 cfs <br /> Depth: 0.36 ft 0.86 ft <br /> Top Width: 2.78 ft 5.28 ft <br /> Velocity: 2.86 fps <br /> X-Sectlon Area: 0.67 sq ft <br /> Hydraulic Radius: 0.231 ft <br /> Froude Number: 1.02 <br /> Manning's n: 0.0360 <br /> Dmin: 1.00 in <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#18(pond) <br /> Lower pond <br /> Pond Inputs: <br /> Initial Pool Elev: 5,492.99 ft <br /> Filename:Combination Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 24 Illustration 62 <br />