Laserfiche WebLink
SEDCAD 4 for Windows <br /> r—.r— oao,MOPam�b <br /> 34 <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslope Sideslope Slope(%) Mult.x <br /> Width(ft) Ratio Ratio Depth(ft) %of Depth <br /> (VxD) <br /> 5.00 3.0:1 3.0:1 4.9 1.00 <br /> Riprap Channel Results: <br /> Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 32.83 cfs <br /> Depth: 0.53 ft 1.53 ft <br /> Top Width: 8.15 ft 14.15 ft <br /> Velocity*: <br /> X-Section Area: 3.45 sq ft <br /> Hydraulic Radius: 0.415 ft <br /> Froude Number`: <br /> Manning's n*: <br /> Dmin: 3.00 in <br /> D50: 9.00 in <br /> Dmax: 11.25 in <br /> Velocity and Manning's n calculations may not apply for this method. <br /> Structure#2 Ri rap Channel) <br /> Channel into pond-west end <br /> Trapezoidal Riprap Channel inputs: <br /> Material: Riprap <br /> Bottom Freeboard Right Freeboard Freeboard Freeboard <br /> Width ft Sideslope Sideslope Slope(%) Mult.x <br /> ( ) Ratio Ratio Depth(ft) %of Depth <br /> (VxD) <br /> 3 <br /> 6.00 3.0:1 3.0:1 10.0 <br /> Riprap Channel Results: <br /> Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 34.54 cfs <br /> Depth: 0.43 ft <br /> Top Width: 8.60 ft <br /> Velocity*. --- -- <br /> X-Section Area: 3.16 sq ft <br /> Hydraulic Radius: 0.361 ft <br /> Filename:10 Year RPA Hyrdology and Sedimentology.sc4 Printed 09-15-2020 <br /> Blue Mountain Energy 36 Illustration 60 Addendum 1 <br />