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SEDCAD 4.0 <br />Copyngbl 1998 Pamela J Schwab <br />OIVI Software Design <br />• Section 16 Pond Emergency S-pillway :Q=10.0 <br />Material: Riprap <br />Bottom Left <br />Sideslope Right <br />Sideslope <br />Slope (%) Freeboard Freeboard Freeboard <br />Width (R) <br />Ratio <br />Ratio Depth (R) % of Depth Mult. x (VxD) <br />19.00 2.0:1 2.0:1 33.3 + 1.00 <br />PADER Method -Steep Slope Design <br />'I w/o Freeboard w/ Freeboard <br />Depth: 0.12 R 1.12 R <br />Top Width: 19.50 R 23.50 R <br />Veloaty: a.16 fps <br />X-Section Area: 2.a0 sq R <br />Hydrauli[ Radius: 0.123 <br />Froude Number: 2.09 <br />r Manning's n: 0.0510 <br />Dmin: 1.00 in ~~ <br />D60: 1.50 in <br />Dmax: 3.00 in <br />C J <br />• <br />SEDCAD Unhty Run Prmtetl 09~2a-1998 <br />