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SEDCAD 4 for Windows <br />Copyright X998 Pamela J. Schwab <br />Civil Software Design <br />16 <br />• <br />• <br />J <br />Stru SWS Land Flow Condition Slope (%) Vert. Dist. Horiz. Dist. Velocity Tme (hrs) <br /># # (ft) (h) (fPs) <br /> 8. Large gullies, diversions, and low 3.00 6.00 200.00 5.190 0.010 <br /> Flowing streams <br />#6 1 Time of Concentration: 0.058 <br />#6 2 5. Nearly bare and unfilled, and 30.50 205.87 675.00 5.520 0.033 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 3 <br />00 6.00 200.00 5 <br />190 0.010 <br /> Flowing streams , . <br />#6 2 Time of Concentration: 0.043 <br />#7 1 5. Nearly bare and unfilled, and 18.80 135.36 720.00 4.330 0.046 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 7.20 720.00 3.000 0.066 <br /> Flowing streams <br />iF7 1 Time of Concentration: 0.112 <br />#8 1 5. Nearly bare and unfilled, and 3.00 1.19 40.00 1.730 0.006 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 2.00 200.00 3.000 0.018 <br /> Flowing streams <br />#8 1 Time of Concentration: 0.024 <br />Filename: Rev100aPOnd007.srA <br />Printed 01-07-2002 <br />