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SEDCAL) 4 for Windows <br />r-inhf i trap o6mw. I Q,N_h <br />I <br />r# � <br />base flow <br />P• • <br />Structure Detail: <br />Initial Pool Elev: 8,000.01 <br />Initial Pool: 0.10 ac -ft <br />*Sediment Storage: 0.00 ac -ft <br />Dead Space: 20.00% <br />*No sediment capacity defined <br />Peak Elevation: 8,003.13 <br />Kgraph Detention Time: <br />16.59 hrs <br />Pond Model: <br />Dewater Time: <br />CSTRS <br />0.00 days <br />Trap Efficiency: <br />99.51% <br />Dewater7179 time is calculated from peak stage to lowest spillway <br />Elevation-Capacity-Dischar- eq Table <br />Filename: streeter 25yr 24hr=4 Printed 01-29-2006 <br />Exh. 7 -SP -53 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />Area <br />Capacity <br />Discharge <br />Dewater <br />Elevation <br />Tlrne <br />(ac) <br />(ac -ft) <br />(Cfs) <br />(hr's) <br />8,000.00 <br />10.000 <br />0.000 <br />0.000 <br />Top of Sed. Storage <br />8,000.01 <br />10.000 <br />0.098 <br />0.000 <br />8,000.50 <br />10.001^ <br />5.000 <br />0.150 <br />8,001.00 <br />10.002 <br />10.001 <br />0.150 <br />8,001.50 <br />10.004 <br />15.003 <br />0.150 <br />8,002.00 <br />10.005 <br />20.005 <br />0.150 <br />8,002.50 <br />10.006 <br />25.008 <br />OASO <br />8,003.00 <br />10.007 <br />30.011 <br />0.150 <br />8,003.13 <br />10.008 <br />31.285 <br />0.150 <br />0.00 Peak Stage <br />8,003.50 <br />10.009 <br />35.015 <br />0.150 <br />8,004.00 <br />_.._................................ . <br />10.010 <br />40.020 <br />0.150 <br />8,004.50 <br />10.011 <br />45.025 <br />0.150 <br />8,005.00 <br />10 .0 12 <br />50.031 <br />0.150 <br />81005.50 <br />10.014 <br />_._._.._ ..... .......... <br />-._ <br />55.038 <br />0.150 <br />8,006.00 <br />10.015 <br />60.045 <br />0.150 <br />v <br />8,006.50 <br />10.016 <br />65.053 <br />0.150 <br />Filename: streeter 25yr 24hr=4 Printed 01-29-2006 <br />Exh. 7 -SP -53 Revision Date: 2/1/06 <br />Revision No.: TR -63 <br />