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Revised 7/8/82 <br /> Calculation of Outflow Throu gh Principal Spillway - Part 1 <br /> ~~ <br />Time A Inflow Pool Elev. Orifice 4 Outflow o Volume Cumulative <br />(Hrs) (cu ft) (ft) Head (ft) (cu ft) <br />~ (cu ft) Volume (cu ft) <br />0 0 ~ ~ <br /> • 8,640 0 0 0 <br />.5 ) <br />1,974 6001.5 <br />.23 <br />126 <br />1,848 ' <br />1,848 <br />1.0 6002.07 .47 <br /> 702 .54 216 + 486 2,334 <br />a~~~ . 1.5 6002.22 .62 <br /> 702 .68 252 + 450 2,784 <br />2.0 6002.34 .74 <br /> 702 .80 270 + 432 3,216 <br />2.5 6002.46 .86 <br /> 702 .92 288 + 414 3,630 <br />3.0 6002.58 .98 <br /> 702 1.04 288 + 414 4,044 <br />3.5 6002.69 1.09 <br /> 702 1.14 306 + 396 4,440 <br />4.0 6002,79 1.19 <br /> 702 1.24 324 + 378 4,818 <br />4.5 6002.90 1.30 <br /> 702 1.35 324 + 378 5,196 <br />5.0 6003.00 1.40 <br /> 702 1.44 342 + 360 5,556 <br />5.5 6003.08 1.48 <br /> 702 1.52 360 + 342 5,898 <br />6.0 6003.17 1.57 <br /> 702 1.61 360 + 342 6,240 <br />6.5 6003.25 1.65 <br /> 702 1.69 378 + 324 6,564 <br />7,0 _ 6003.32 1.72 <br /> 702 1.76 378 + 324 6,888 <br />7,5 6003.40 1.80 <br /> 702 1.84 396 + 306 ~ 7,194 <br />