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SSDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Cnil Software Design <br /> <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ao-h1 Discharge <br /> <br />(ds) Dewater <br />Time <br />(hrs) <br />6,646 .90 2.500 4.844 0.000 <br />6,846 .90 2.670 6.136 0.000 <br />6,847 .10 2.740 6.677 0.000 Low hole SPW #1 <br />6,647 .40 2.839 7.514 0.920 10.99• <br />6,847.90 3.007 8.975 1.503 11.76• <br />6,848 .40 3.180 1D.522 1.916 9.77' <br />6,848 .90 3.397 12.165 2.255 8.82' <br />6,849 .20 3.530 13.205 2.436 5.35 <br />6,849 .40 3.618 13.919 3.300 3.05 <br />6,849 .90 3.841 15.783 4.218 6.05 <br />6,850 .40 9.070 17.761 4.894 5.25 Spillway 771 <br />6,850 .53 4.110 18.292 5.051 1.30 <br />6,850 .90 4.243 19.838 6.866 3.25 <br />6,851 .00 4.279 20.264 9.055 3.30 <br />6,851 .06 4.303 20.543 9.938 2.90 Peak Stage <br />6,851 .40 4.425 22.004 14.560 <br />6,851 .90 4.611 24.263 14.991 <br />6,852 .40 4.800 26.616 15.410 <br />6,862 .90 9.903 29.042 15.816 <br />6,853 .00 4.924 29.533 15.898 Spillway #2 <br />6,853. 40 5.008 31.519 104.485 <br />6,853 .41 5.010 31.571 106.757 <br />6,853 .90 5.662 34.182 215.238 <br />6,854 .00 5.800 34.756 250.669 <br />6,854 .40 5.880 37.091 438.997 <br />6,654 .90 5.980 40.056 715.715 <br />6,855 .00 6.000 40.656 776.424 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br />Filename pondDt sc4 <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) <br />Emergency <br />Spillway (ds) Combined <br />Total <br />Discharge <br />(cfs) <br />6,844.16 0.000 0.000 0.000 <br />6,844.40 0.000 0.000 0.000 <br />6,844.45 0.000 0.000 O.ODD <br />6,844.90 0.000 0.000 0.000 <br />6,845.x0 0.000 0.000 0.000 <br />6,845.90 0.000 0.000 0.000 <br />Printed OS-O6-1999 <br />D-IS <br />