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SEDCAD 4.0 <br />CO°Y^gm 1998 Pamela J $CC1Wd~ <br />GvJ Software Design 1 <br />POND 13, EMERGENCY SPILLWAY - DESIGN Q = 23cfs <br />Material: RlpraD <br />Bottom LeR Right ~ Freeboard Freeboartl Freeboard ~~ <br />l Width (ft) 6ideslope 9~deslope Slope (%) Depth (R) °.'o of Depth Mult. x (VxD) <br />Rabo Ratio <br />10.00 3.0:1 3.0:1 37.3 1.00 <br />Simons/OSM Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard j <br />Depth: 0.10 k 1.10 R <br />Top Width: 10.60 k 16.60 R <br />r Velociry•: __ <br />X-Section Area: 1.02 sq k <br />l Hydraulic Radius: <br />r 0.096 <br />I Froude Number': <br />Manning's n•: <br />Dmin: 4.00 m <br />D50: 12.00 in <br />Dmax: 15.00 in <br />veloary and manning-s n calcwanons may not appry ror mis metnod. <br />C J <br />• <br />SEDCAD Utility Run <br />Printetl t0-28-1998 <br />