Laserfiche WebLink
SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Subwatershed Hydro%gy Detai/; <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) <br />(hrs) (hrs) Number <br />(cfs) <br />(ac-ft) <br />#2 1 1.640 0.084 0.000 0.000 86.000 M 1.52 0.116 <br />2 0.520 0.094 0.000 0.000 63.000 M 0.03 0.004 <br /> 2.160 1.55 0.120 <br />Subwatershed Sedimento%gy Detai/; <br /> Peak Peak <br /> Sediment Sediment Settleable 24VW <br />Stru SWS <br />Soil K L (ft) 5 (%) C <br /># # - P PS # <br />(tons) Conc. Conc <br />(ml/I) ' . <br /> (m9/~) (ml/I~, _ _ <br />#2 1 0.370 150.00 0.50 1.0000 0.8000 1 1.0 12,463 3.65 1.89 <br />2 0.370 40.00 17.00 0.0380 1.0000 1 0.0 31,166 9.12 8.16 <br /> 1.0 12,827 3.75 1.91 <br />~' Subwatershed Time of Concentration Detai/s; <br />Stru SWS Land Flow Condition Slope (%) Vert.. Dist. <br />(ft) Horiz. Dist.' ` <br />(ft) Velocity <br />(fps) Time-(hrs) <br /># # <br />#2 1 5. Nearly bare and untitled, and 40.00 18.00 45.00 6.320 0.001 <br /> alluvial valley fans <br /> 5. Nearly bare and untitled, and 0.50 0.91 184.00 0.700 0.073 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 1.00 1.16 117.00 3.000 0.010 <br /> flowing streams <br />#2 1 Time of Concentration: 0.084 <br />~~ <br />1~_J <br /> <br />Filename: drillpadSAERev3.sc4 Printed 03-OS-2001 <br />