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i• <br /> <br />SEDCAD 4 for Windows <br />Copyright 1998 Pamela J. Schwab <br />Civil Software Design <br />Detailed Discharge Table <br /> <br /> <br />Elevation <br />User- <br />input discharge <br />(~) Combined <br />Total <br /> <br />Discharge <br />(~) <br />6.59 0 .000 0 .000 <br />7.00 0 .000 0 .000 <br />7.50 0. 000 0 .000 <br />8.00 0. 000 0 .000 <br />8.50 1. 370 1 .370 <br />9.00 8. 700 8. 700 <br />9.50 25. 650 25. 650 <br />10.00 55 .240 55. 240 <br />10.50 95. 320 95. 320 <br />11.00 169. 240 169. 240 <br />11.50 299. 950 299. 950 <br />12.00 477. 490 477. 490 <br />Structure #,~(Pond) <br />Pond Inputs: <br />Initial Pool Elev: 8.50 <br />Initial Pool: 2.11 ac-ft <br />*Sediment Storage: 2.49 ac-ft <br />-- Dead Space: 20.00 <br />*Sediment capacity was entered by user <br />Pond Results: <br />Peak Elevation: 10.68 <br />H'g2ph Detention Time: 0.18 hrs <br />Pond Model: CSTRS <br />Dewater Time: 0.94 days <br />Trap Efficiency: 8.47 °h <br />Dewatering time is calcu/ated from peak stage to lowest spi/lway <br />Elevation-Capacity-Discharge Table <br />• <br />Area Capacity Discharge Dewater <br />Elevation Time <br />(ac) (ac-ft) (~) (hrs) <br />6.09 0.777 0,000 0.000 Top of Sed. Storage <br />6.50 0.810 0.322 0.000 <br />Filename: EPYEATT25.sc4 <br />9 <br />Printed OS-22-2003 <br />