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SEDCAD 4 for Windows <br />(:nrn~rinhT 1 OOA Pnmuln .I Crhu~~h <br />5 <br /> <br />Structure #3 (Riprap Chann%~ <br />Upper Diversion Ditch <br />Structure Detai/; <br />Trapezoidal Riprap Channel Inputs: <br />Material: Riprap <br />Bottom Sides ope Sides ope Slope (°h) Freeboard <br />F~eeboard Freeboard <br />Width (ft) Ratio Ratio ° <br />Depth (ft) /o of Depth Mult. x (VxD) <br />5.00 2.0:1 2.0:1 0.5 0.33 <br />Riprap Channel Results: <br />PADER Method -Mild Slope Design <br />~, <br />U <br />n <br /> w/o Freeboard w/ Freeboard <br />Depth: 2.67 ft 3.00 ft <br />Top Width: 15.66 ft 16.98 ft <br />Velocity: 4.56 fps <br />X-Section Area: 27.54 sq ft <br />Hydraulic Radius: 1.628 <br />Froude Number: 0.61 <br />Manning's n: 0.0320 <br />Dmin: 2.00 in <br />D50: 3.00 in <br />Dmax: 4.50 in <br />Structure #Z ,(Pond, <br />6MN Pond 2 <br />Pond Inputs: <br />Pond Results: <br />Permanent Pool Elev: 6,714.25 <br />Permanent Pool: 33.55 ac-ft <br />Emergency Spillway <br />Spillway Elev Crest Length Left Right Bottom <br />ft Sideslo a Sideslo a Width ft <br />6,715.50 12.00 2.00:1 2.00:1 50.00 <br />Peak Elevation: 6,706.00 <br />Filename: 6MNPond2.sc4 Printed 07-13-2007 <br />