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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />Peak Elevation: 6,647.01 <br />H'graph Detention Time: 11.25 hrs <br />Pond Model: CSTRS <br />Dewater Tme: 4.51 days <br />Trap Efficiency: 91.36 <br />Dewatering time is calcu/ated from peak stage to lowest spillway <br />Elevation-Caoacity-Discharge Table <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-ft) Discharge <br /> <br />(cfs) Dewater <br />Time <br />(ham) <br />6,644.45 1.395 0.000 0.000 Top of Sed. Storage <br />6,644.50 1.399 0.070 0.000 Low hole SPW #1 <br />6,645.00 1.438 0.779 0.167 51.34' <br />6,645.50 1.478 1.508 0.403 21.86` <br />6,646.00 1.518 2.256 0.526 17.23• Spillway #1 <br />6,646.50 1.559 3.026 2.018 8.90 <br />6,647.00 1.600 3.815 2.074 8.65 <br />6,647.01 1.601 3.825 2.074 0.80 Peak Stage <br />6,647.50 1.642 4.626 2.128 <br />6,648.00 1.685 5.458 2.181 <br />6,648.50 1.728 6.311 2.233 <br />6,649.00 1.771 7.185 2.284 <br />6,649.50 1.815 8.082 2.333 <br />6,650.00 1.860 9.001 2.382 Spillway #2 <br />6,650.50 1.860 9.931 2.894 <br />6, 651.00 1.860 10.861 11.543 <br />6,651.50 I.B60 11.791 25.584 <br />6, 652.00 1.860 12.721 46.457 <br />#Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />• <br /> Combined <br /> <br />Elevation <br />Perf. Rrser (ds) Emergent/ Total <br /> S illwa ds <br />P Y ( ) <br />Discharge <br /> (cfs) <br />6,644.45 0.000 0.000 0.000 <br />6,644.50 1.50>0.000 0.000 0.000 <br />6,645.00 1.50>0.167 0.000 0.167 <br />6,645.50 0.403 0.000 0.403 <br />6,646.00 0.526 0.000 0.526 <br />~~ <br />Filename: pond?-3.srA Printed 04-24-2007 <br />