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• <br />• <br />SEDCAD 4 for Windows <br />Copyright 1999 Pamela J. Schwab <br />Civil Software Design <br />Stru <br />SwS <br />Land Flow Condition <br />Slope (%) <br />Vert. Dist. <br />Horiz. Dist. <br />Velocity <br />Time (hrs) <br />ft) <br />(ft) <br />(fps) <br />8. targe gullies, diversions, and low <br />3.00 <br />6.00 <br />200.00 <br />5.190 <br />0.010 <br />Flowing streams <br />#6 <br />1 <br />Time of Concentration: <br />0.058 <br />#6 <br />2 <br />5. Nearly bare and untilled, and <br />30.50 <br />205.87 <br />675.00 <br />5.520 <br />0.033 <br />alluvial valley fans <br />B. Large gullies, diversions, and low <br />3.00 <br />6.00 <br />200.00 <br />5.190 <br />0.010 <br />Flowing streams <br />#6 <br />2 <br />Time of Concentration: <br />0.043 <br />#7 <br />1 <br />5. Nearly bare and untilled, and <br />18.80 <br />135.36 <br />720.00 <br />4.330 <br />0.046 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />1.00 <br />7.20 <br />720.00 <br />3.000 <br />0.066 <br />Flowing streams <br />#7 <br />1 <br />Time of Concentration: <br />0.112 <br />#8 <br />1 <br />5. Nearly bare and untilled, and <br />3.00 <br />1.19 <br />40.00 <br />1.730 <br />0.006 <br />alluvial valley fans <br />8. Large gullies, diversions, and low <br />1.00 <br />2.00 <br />200.00 <br />3.000 <br />0.018 <br />Flowing streams <br />#8 <br />1 <br />Time of Concentration: <br />0.024 <br />Filename: ReV100aPond007.sc4 <br />16 <br />Printed 01-07-2002 <br />