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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <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, and 66.43 9 <br />30 14 <br />00 8 <br />150 0 <br />000 <br /> alluvial valley fans . . . . <br /> 5. Nearly bare and unfilled, and <br /> <br />alluvial valley fans 5.00 4.00 80.00 2.230 0.009 <br /> 8. Large gullies, diversions, and low <br /> <br />Flowing streams 35.00 14.00 40.00 17.740 0.000 <br />#1 1 Muskingum K: 0.009 <br />#1 2 5. Nearly bare and unfilled, and 5.00 4.00 80 <br />00 2.230 0.009 <br /> alluvial valley fans . <br /> 8. Large gullies, diversions, and low 35.00 14.00 40.00 17.740 0.000 <br /> flowing streams <br />#1 2 Muskingum K: 0.009 <br />#1 3 5. Nearly bare and unfilled, and 66.67 10.00 15 <br />00 8.160 0.000 <br /> alluvial valley fans . <br />#1 3 Muskingum K: 0.000 <br /> <br />I <br />Filename: GVB6-1-100.sc4 <br />~~ .. <br />Printed 08-01-2001 <br />V01 8 -Drainage Design and Locations <br />SAE-48- <br />"T,~-33 9/a-4~o I <br />8/01 <br />