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SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. SUwab <br />Civil Sothvare Design <br />• <br />I 1 <br />U <br /> <br /> <br />Elevation Area <br /> <br />(ac) Capacity <br /> <br />(ac-R) Discharge <br /> <br />(cfs) Dewater <br />Time <br />(hrs) <br />6,635.50 0.606 1.025 0.000 <br />6,636.00 0.634 1.335 0.000 Low hole SPW #1 <br />6,636.50 0.662 1.659 0.074 62.)8* <br />6,637.00 0.692 1.998 0.105 38.99* <br />6,637.50 0.721 2.351 0.203 21.06* <br />6,638.00 0.752 2.719 0.254 19.60 Spillway #1 <br />6,638.50 0.783 3.103 2.018 7.05 <br />6,639.00 0.815 3.502 2.074 4.35 <br />6,639.11 0.822 3.594 2.086 2.35 Peak Stage <br />6,639.50 0.847 3.916 2.128 <br />6,640.00 0.880 4.349 2.181 Spillway A2 <br />6,640.50 0.880 4.789 2.697 <br />6,641.00 0.880 5.229 11.351 <br />6,641.50 O.B80 5.669 25.395 <br />6,642.00 0.880 6.109 46.272 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br /> <br />Perf. Riser (ds) <br />Emergency <br />g illwa 6s <br />P Y ( ) Combined <br />Total <br /> <br />Discharge <br />(cfs) <br />6,633.66 0.000 0.000 0.000 <br />6,634.00 0.000 0.000 0.000 <br />6,634.50 0.000 0.000 0.000 <br />6,635.00 0.000 0.000 0.000 <br />6,635.50 0.000 0.000 0.000 <br />6,636.00 1.00>0.000 0.000 0.000 <br />6,636.50 0.074 0.000 0.074 <br />6,637.00 1.00>0.106 0.000 0.105 <br />6,637.50 0.203 0.000 0.203 <br />6,638.00 0.254 0.000 0.254 <br />6,638.50 2.016 D.DOD 2.018 <br />6,639.00 2.074 0.000 2.074 <br />6,639.50 2.128 0.000 2.128 <br />6,640.00 2.181 0.000 2.181 <br />6,640.50 2.233 0.464 2.697 <br />6,641.00 2.284 9.068 11.351 <br />6,641.50 2.333 23.062 25.395 <br />6,642.00 2.382 43.891 46.272 <br />Filename: 100pontl7-4.so4 Printed 04-24-2001 <br />