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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Bottom Left Right Freeboard Freeboard Freeboard <br /> <br />Width (k)} Sideslope Sideslope Slope (%) Mult. x <br />Depth (k) % of Depth <br /> Ratio Ratio (VxD) <br />6.00 3.0:1 3.0:1 13.0 0.30 <br />Riprap Channel Results: <br />PADER Method -Steep Slope Design <br /> w/o Freeboard w/ Freeboard <br />Design Discharge: 110.89 cfs <br />Depth: 1.25 ft 1.55 k <br />Top Width: 13.49 k 15.29 ft <br />Velocity: 9.11 fps <br />X-Section Area: 12.18 sq ft <br />Hydraulic Radius: 0.876 <br />Froude Number: 1.69 <br />Manning's n: 0.0540 <br />Dmin: 5.00 in <br />D50: 9.00 in <br />Dmax: 12.00 in <br /> Structure #IS LNuIII <br />• <br /> East Fill Ditch <br /> Structure #11 (NuU <br />j <br /> , <br /> East Fill Ditch <br /> Structure #10 (Null) <br /> <br /> East Fill Ditch <br /> Structure #9 Lull) <br /> <br /> East Fill Ditch <br /> Structure #8 Lu/,~ <br /> <br /> East Fill Ditch <br /> Structure #7 (Nu/~ <br /> <br /> East Fill Ditch <br /> Structure #6 (Nu/~ <br /> <br /> East Fill Ditch <br />• <br />~~ <br />Filename: Rev100Pond008new.sc4 Printed 02-27-2002 <br />