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SEDCAD 4 for Windows <br />r--inM 1008 _9MO D-1. I Crhu/.h <br />7 <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge <br />(cfs) <br />Dewater <br />Time <br />(hrs) <br />0.000 <br />5,688.50 <br />1.093 <br />2.585 <br />0.741 <br />8.81* <br />0.000 <br />5,689.00 <br />1.122 <br />3.138 <br />0.815 <br />8.65 <br />0.000 <br />5,689.50 <br />1.151 <br />3.707 <br />0.883 <br />8.10 <br />0.564 <br />5,690.00 <br />1.181 <br />4.290 <br />0.946 <br />7.70 <br />0.000 <br />5,690.04 <br />1.184 <br />4.343 <br />0.951 <br />0.80 <br />Peak Stage <br />5,690.50 <br />1.211 <br />4.888 <br />1.005 <br />5,690.00 <br />0.000 <br />5,691.00 <br />1.242 <br />5.501 <br />1.061 <br />1.005 <br />Spillway #2 <br />5,691.50 <br />1.273 <br />6.130 <br />18.071 <br />5,691.50 <br />0.000 <br />5,692.00 <br />1.304 <br />6.774 <br />18.627 <br />18.627 <br />18.627 <br />5,692.50 <br />1.336 <br />7.434 <br />19.167 <br />5,693.00 <br />0.000 <br />5,693.00 <br />1.368 <br />8.110 <br />19.692 <br />20.000 <br />20.000 <br />5,693.30 <br />1.387 <br />8.523 <br />20.000 <br />5,693.50 <br />1.400 <br />8.802 <br />20.204 <br />Spillway #1 <br />5,694.00 <br />1.433 <br />9.510 <br />22.583 <br />5,694.50 <br />1.466 <br />10.235 <br />47.273 <br />5,695.00 <br />1.499 <br />10.976 <br />76.950 <br />*Designates time(s) to dewater have been extrapolated beyond the 50 hour hydrograph limit. <br />Detailed Discharge Table <br />Elevation (ft) <br />Emergency <br />Spillway (cfs) <br />Enh. PerfRiser <br />(cfs) <br />Combined <br />Total <br />Discharge <br />(cfs) <br />5,685.97 <br />0.000 <br />0.000 <br />0.000 <br />5,686.00 <br />0.000 <br />3.00>0.000 <br />0.000 <br />5,686.50 <br />0.000 <br />0.294 <br />0.294 <br />5,687.00 <br />0.000 <br />0.450 <br />0.450 <br />5,687.50 <br />0.000 <br />0.564 <br />0.564 <br />5,688.00 <br />0.000 <br />0.658 <br />0.658 <br />5,688.50 <br />0.000 <br />0.741 <br />0.741 <br />5,689.00 <br />0.000 <br />0.815 <br />0.815 <br />5,689.50 <br />0.000 <br />0.883 <br />0.883 <br />5,690.00 <br />0.000 <br />0.946 <br />0.946 <br />5,690.50 <br />0.000 <br />1.005 <br />1.005 <br />5,691.00 <br />0.000 <br />1.061 <br />1.061 <br />5,691.50 <br />0.000 <br />18.071 <br />18.071 <br />5,692.00 <br />0.000 <br />18.627 <br />18.627 <br />5,692.50 <br />0.000 <br />19.167 <br />19.167 <br />5,693.00 <br />0.000 <br />19.692 <br />19.692 <br />5,693.30 <br />0.000 <br />20.000 <br />20.000 <br />5,693.50 <br />0.000 <br />20.204 <br />20.204 <br />Filename: Pond NHN-003 DESIGN 10YR EVENT PRINCIPAL SPILLWAY CPEN.sc4 Printed 03-25-2016 <br />