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SEDCAD 4.0 <br /> Copynght 1998 Pamela.1 Scnwab <br /> Cron Software Design 1 <br /> Prospect Pond Emergency Spillway: Q=10.0 <br /> Material: Riprap <br /> Bottom left Right , Freeboard Freeboard Freeboard <br /> Sideslope Sideslope Slope(%) <br /> Width(R) Ratio Ratio Depth(ft) %of Depth Mull x(VxD) <br /> 12.00 1.5:1 1.5:1 33.3 1.00 <br /> PADER Method - Steep Slope Design <br /> w/o Freeboard w/Freeboard <br /> Depth: 0.18 ft 1.18 ft <br /> Top Width: 12.54 ft 15.54 ft <br /> Velocity: 4.54 fps <br /> X-Section Area: 2,20 sq ft <br /> I Hydraulic Radius: 0.174 <br /> Froude Number: 1.91 <br /> Manning's n: 0.0590 <br /> Dmm: 2.00 in <br /> D50: 3.00 in <br /> --•---- Dmax: -- 4.50 in <br /> --------- <br /> 3CDCAD ut;ldy Rwi Printcd 00 24 1098 <br /> Exh. 7-14A-4 Revision Date: 12/20/19 <br /> Revision No.: TR-135 <br />