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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br /> <br />f <br />~J <br />• <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Time (hrs) <br /># # (ft) (ft) (fps) <br />#1 1 5. Nearly bare and unfilled, and 66.67 30.00 45.00 8 <br />160 0 <br />001 <br /> alluvial valley fans . . <br /> 5. Nearly bare and unfilled, and 5.00 4.00 80.00 2 <br />230 0 <br />009 <br /> alluvial valley fans . . <br /> 8. Large gullies, diversions, and low 86.67 28.00 60.00 20 <br />490 0 <br />000 <br /> Flowing streams . . <br />#1 1 Muskingum K: 0.010 <br />#1 2 5. Nearly bare and unfilled, and 5.00 4 <br />00 80.00 2 <br />230 0 <br />009 <br /> alluvial valley fans . . . <br /> 8. Large gullies, diversions, and low 46.67 28.00 60.00 20.490 0 <br />000 <br /> Flowing streams . <br />#1 2 Muskingum K: 0.009 <br />#1 3 5. Nearly bare and unfilled, and 66.67 22.00 33.00 8.160 0.001 <br /> alluvial valley fans <br />#1 3 Muskingum K: 0.001 <br />Filename: GVB3-1-t00.sc4 <br />VDI 8 -Drainage Design and Locations SAE - 57 - <br />~T.e-38 `j~s4~o j <br />_ ~ ' Printed 08-01-2001 <br />8/01 <br />