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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />• <br />C~ <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(cfs) Dewater <br />Time <br />(hrs) <br />6,689.00 0.629 2.309 0.000 <br />6,689.50 0.839 2.726 0.000 <br />6,690.00 0.849 3.148 0.000 <br />6,690.50 0.860 3.575 0.000 <br />6,691.00 0.870 4.007 0.000 Low hole SPW #1 <br />6,691.50 0.880 4.445 0.074 71.28• <br />6,692.00 0.891 4.888 0.179 29.88' <br />6,692.50 0.901 5.336 0.531 10.21• <br />6,693.00 0.912 5.789 0.697 7.87• <br />6 0.923 6.248 0.829 7.25 <br />6,694.00 0.933 6.712 0.942 6.35 Spillway #1 <br />6, 94.50 0.944 7.161 2.082 4.00 <br />6,694.78 0.950 7.446 2.107 6.10 Peak Stage <br />6,695.00 0.955 7.656 2.127 <br />6,695.50 0.966 8.136 2.171 <br />6,696.00 0.977 8.622 2.214 <br />6,696.50 0.988 9.113 2.256 <br />6,697.00 0.999 9.610 2.297 <br />6,697.50 1.010 10.112 2.338 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (cfs) Combined <br />Total <br /> <br />pischarge <br />(cfs) <br />6,686 .11 0,000 0.000 <br />6,686 .50 0.000 0.000 <br />6,687.00 0.000 0.000 <br />6,687 .50 0.000 0.000 <br />6,688 .00 0.000 0.000 <br />6,688 .50 0.000 0.000 <br />6,689 .00 0.000 0.000 <br />6,689 .50 0.000 0.000 <br />6,690 .00 0.000 0.000 <br />6,690 .50 0.000 0.000 <br />6,691 .00 1.00>0.000 0.000 <br />6,691. 50 1.00>0.074 0.074 <br />6,692. 00 2.00>0.179 0.179 <br />6,692. 50 0.531 0.531 <br />Filename: pond?-1 rev.sc4 <br />Printed 07-25-2001 <br />