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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Subwatershed Hydro/ogy Detai/; <br /> Time of Peak Runoff <br />Stru SWS SWS Area Conc Musk K Musk X Curve UHS Discharge Volume <br /># # (ac) hrs <br />( ) (hrs) Number <br />(mss) <br />(ac-ft) <br />#2 1 26.840 0.156 0.000 0.000 90.000 M 61.42 7.473 <br /> 28.840 61.42 7.473 <br />#1 1 20.500 0.124 0.000 0.000 90.000 M 59,64 5.312 <br /> S' 20.500 59.64 5.312 <br />#3 ~ 49.340 119.09 12.784 <br />Subwatershed Sedimento%gy Detai/; <br />• <br /> Peak Peak '. <br />Stru SWS Sediment Sediment Settleable 24VW I, <br /># # Boil K L ft <br />O 5 % C P PS # <br />( ) <br />Conc. <br />Conc <br /> (tons) (ml/I) <br /> (mg/I) (ml/I) <br />#2 1 0.370 710.00 10.50 0.7100 1.0000 2 3,780.5 638,456 397.86 228.89 <br /> 3,780.5 638,456 397.86 228.89 <br />#1 1 0.370 290.00 10.00 0.7100 1.0000 2 1,456.7 318,407 207.08 117.74 <br /> 1,456.7 318,407 207.08 117.74 <br />#3 ~ 5,237.2 575,992 363.26 180.04 <br />Subwatershed Time of Concentration Detai/s: <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 10.56 62.95 596.20 3.240 0.051 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 4.56 76.90 1 <br />686.50 6.400 0.073 <br /> Flowing streams , <br />#1 1 Time of Concentration: 0.124 <br />#2 1 5. Nearly bare and unfilled, and 10.41 165.01 1,585.20 3.220 0.136 <br /> alluvial valley fans <br /> 8. Large gullies, diversions, and low 04 <br />10 71.98 717.00 9.500 0.020 <br /> Flowing streams . <br />#2 1 Time of Concentration: 0.156 <br />Filename: D89D90_t00yr24.scA Printed 04-03-2002 <br />