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SEDCAD 4 for Windows <br /> (`nnvrinhf 1 QQR-W1l n Pamcla I Crhwah <br /> 40 <br /> Area Capacity Discharge Dewater <br /> Elevation Time <br /> (ac) (ac-ft) (cfs) (hrs) <br /> 6,745.50 0.404 2.753 1.029 2.55 <br /> 6,746.00 0.418 2.958 1.188 2.25 <br /> 6,746.50 0.433 3.171 1.329 2.05 <br /> 6,747.00 0.448 3.391 1.456 1.90 <br /> 6,747.50 0.463 3.619 1.572 1.85 <br /> 6,748.00 0.478 3.854 1.681 1.75 <br /> 6,748.50 0.493 4.097 1.783 1.70 <br /> 6,749.00 0.509 4.348 1.879 1.70 <br /> 6,749.50 0.525 4.606 1.971 1.65 <br /> 6,750.00 0.542 4.873 2.058 1.70 <br /> 6,750.30 0.551 5.037 2.109 1.10 Spillway#2 <br /> 6,750.50 0.557 5.148 2.143 0.80 <br /> 6,751.00 0.572 5.430 3.164 1.80 <br /> 6,751.50 0.588 5.720 4.143 3.25 <br /> 6,751.67 0.594 5.824 4.416 2.50 Peak Stage <br /> 6,752.00 0.604 6.018 4.931 Spillway#1 <br /> 6,752.05 0.604 6.048 5.220 <br /> 6,752.50 0.618 6.323 7.790 <br /> 6,753.00 0.633 6.636 35.637 <br /> 6,753.50 0.648 6.956 67.751 <br /> 6,754.00 0.664 7.284 110.493 <br /> 6,754.50 0.679 7.620 162.309 <br /> 6,755.00 0.695 7.964 223.067 <br /> *Designates time(s)to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br /> Detailed Discharge Table <br /> Combined <br /> Elevation Emergency Total <br /> (ft) Spillway(cfs) Perf. Riser(cfs) <br /> Discharge <br /> (cfs) <br /> 6,734.00 0.000 0.000 0.000 <br /> 6,734.01 0.000 0.000 0.000 <br /> 6,734.50 0.000 0.000 0.000 <br /> 6,735.00 0.000 0.000 0.000 <br /> 6,735.50 0.000 0.000 0.000 <br /> 6,736.00 0.000 0.000 0.000 <br /> 6,736.50 0.000 0.000 0.000 <br /> 6,737.00 0.000 0.000 0.000 <br /> 6,737.50 0.000 0.000 0.000 <br /> Filename: Prospect Pond 10 Yr 24 Hr Storm Event.sc4 Printed 01-06-2020 <br />