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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br /> <br />u <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (R) (R) (fps) <br />#1 1 5. Nearly bare and unfilled, antl 66 <br />00 3.30 5.00 120 <br />8 0 <br />000 <br /> alluvial valley fans . . . <br /> 5. Nearly bare and unfilled, and 5.00 4.00 80.00 2.230 0.009 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 15 <br />00 3.00 20 <br />00 11 <br />610 0 <br />000 <br /> Flowing streams . . . . <br />#1 1 Muskingum K: 0.009 <br />#1 2 5. Nearly bare and unfilled, and 5.00 4.00 80.00 2.230 0.009 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 15.00 3.00 20.00 11.610 0.000 <br /> Flowing streams <br />#1 2 Muskingum K: 0.009 <br />#1 3 5. Nearly bare and unfilled, and 66.00 3.30 5.00 8.120 0.000 <br /> alluvial valley fans <br />#1 3 Muskingum K: 0.000 <br />Filename: GVB10-1-1 OO.sc4 <br />Printed OB-01-2001 <br />VOI 8 -Drainage Design and Locations SAE - 39 - 8/01 <br />T~-3 ~ 9~ i v~o <br />