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• SEDCAD 4,Q <br />Copyright 1559 PamOia J Schwab <br />Civic Snttware Design <br />East Taylor Pond Emergency Spillway :Q--1o.0 <br />Material: RFDrap <br />' Bottom Left Right J Freeboard Freeboard Freeboard <br />Width {ft) Sldeslope Sideslope Slope {%) I Depth {ft} % of Depth Mult. x {VzD <br />f Ratio Ratio ~ ) <br />20.00 2.0'.1 2.0.1 40.0 ' 1.00 <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Depth: 0.12 R 1,.12 ft <br />Top Width: 20,47 R 24.47 ft <br />Velocity: 4.22 fps <br />X-Section Area: <br />~~Hydraulc Radius: 2.37 sq R <br />0.11b <br />~ <br />Froude Number; _ <br />2,18 j <br />Manning's n; 0.0530 <br />Dmin; 1.00 in j <br />_..._..._..w.__._..-..D50: 1S0 in _ _ .~. <br />', Dmax: 3.00 in <br />r~ <br />J <br />SEDCAD UGlay ftun <br /> <br />Printed 09-Z4-1958~ <br />Exh. 7-14A Revision Date: 7/25/06 <br />7 Revision No.: TR-63 <br />