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SEDCAD 4 for Windows <br />Copyright 7998 Aamela J Schwab <br />Civic So!tware Design <br /> <br /> <br /> <br />Elevation Area <br /> <br />{ac) Capacity <br /> <br />{ac-ft) Discharge <br /> <br />{ds) Dewater <br />Time <br />{hm) <br />6,644.90 2.055 3.898 0.000 <br />6,845.40 2.199 4,961 0.000 <br />6,845.90 2.347 6,098 0.000 <br />6,846.40 2.600 7,309 0.000 <br />6,846.90 2.670 8.601 0.000 <br />6,847.10 2.740 9.143 0.000 Low hole SPW ul <br />6,847.40 2.639 9.979 0.920 10.99' <br />6,847.90 3.007 11.440 1.s03 11.76' <br />6,848.40 3.180 12.987 1.916 9.77' <br />6,848.90 3.397 14.631 2.255 8.82* <br />6,849,20 3.530 15.671 2.436 5.17' <br />6,849.40 3.618 16.385 3.300 2.62' <br />6,849,90 3.841 18.249 4.218 6.05 <br />6,850.40 4.070 20.226 4.894 5.2s Spillway #1 <br />6,850.53 4.110 20.757 5.051 1.30 <br />6,860,90 4.243 22.303 6.886 3.15 <br />6,651.00 4.279 22.730 9.055 0.65 <br />6,851.40 4.425 24.470 14,560 1.80 <br />6,851.90 4.611 26.729 14.991 1.85 <br />6,652.40 4.800 29.081 15.410 1.90 <br />6,852.90 4.903 31.507 15.818 1.95 <br />6,853.00 4.924 31.999 16,896 3.66 Spillway u2 <br />6,853.38 5.003 33.873 99,494 7.95 Peak Stage <br />6,853.40 5.008 33.985 104.485 <br />6,853.41 5.010 34.036 106.757 <br />6,853.90 5.662 36.648 215.238 <br />6,854.00 5.800 37.222 250.669 <br />6,854.40 5.880 39.667 438.997 <br />6,654.90 5.960 42.522 715.715 <br />6,855.00 6.000 43.121 776.424 <br />`Designates time(s) to dewater have been extrapo/ated beyond the 50 hour hydrograph limit, <br />DetailedDetailed Discha~e TableTable <br /> <br />Filename: PontlD1B sc4 <br />Printed 07-23-1999 <br />