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SEDCAD 4 for Windows <br /> r,.,m,h#i eon amn o—. ,1 Gm—h <br /> 19 <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sideslo a Sideslo a Sloe % <br /> Width(ft) p p p ( ) Depth R %of Depth Mult.x <br /> Ratio Ratio p ( ) � (VxD) <br /> 1.00 2.5:1 2.5:1 5.7 0.50 <br /> Riprap Channel Results: <br /> PADER Method -Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 0.91 cfs <br /> Depth: 0.23 ft 0.73 ft <br /> Top Width: 2.14 ft 4.64 ft <br /> Velocity: 2.56 fps <br /> X-Section Area: 0.36 sq ft <br /> Hydraulic Radius: 0.160 R <br /> Froude Number 1.10 <br /> Manning's n: 0.0410 <br /> Dmin: 1.00 in <br /> D50: 1.50 in <br /> Dmax: 3.00 in <br /> Structure#12(Riprap Channel) <br /> North base east 1 <br /> Trapezoidal Riprap Channel Inputs: <br /> Material: Riprap <br /> Left Right Freeboard Freeboard Freeboard <br /> Bottom Sidesb a Sideslo Slope <br /> Width(ft) p p ( ) i Depth %of Depth x <br /> Ratio Ratio p ( ) � (VxVxD) <br /> 1.00 2.5:1 2.5:1 5.0', 0.50 <br /> Riprap Channel Results: <br /> PADER Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Design Discharge: 1.69 cfs <br /> Depth: 0.31 It 0.81 ft <br /> Top Width: 2.53 ft 5.03 ft <br /> Velocity: 3.12 fps <br /> X-Secbon Area: 0.54 sq ft <br /> Hydraulic Radius: 0.204 ft <br /> Froude Number: 1.19 <br /> Filename:Combination Pile 2345 10 Year.sc4 Printed 04-14-2022 <br /> Blue Mountain Energy 28 Illustration 62 <br />