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• • Revised 7/8/82 • <br />Calculation of Outflow Through Principal Spillway - Part 3 <br />Time <br />(Hrs) dInflow <br />(cu ft) Pool Elev. <br />(ft) Orifice <br />Head (ft) d0utflow <br />(cu ft) p Volume <br />(cu ft) Cumulative <br />Volume (cu ft) <br />16.0 6002.88 1.28 <br /> 0 324 - 324 4,746 <br />16.5 6002.79 1.19 <br /> 0 306 - 306 4,440 <br />17.0 6002.71 1.11 <br /> 0 288 - 288 4,152 <br />17.5 6002.64 1.04 <br /> 0 288 - 288 3,864 <br />18.0 6002.56 .96 <br /> 0 288 - 288 3,576 <br />18.5 6002.49 .89 <br /> 0 288 - 288 3,288 <br />19.0 6002.41 .81 <br /> 0 270 - 270 3,018 <br />19.5 6002.34 .74 <br /> 0 252 - 252 2,766 <br />20.0 6002.27 .67 <br /> 0 252 - 252 2,514 <br />20.5 6002.21 .61 <br /> 0 234 - 234 2,280 <br />21.0 6002.15 .55 <br /> 0 234 - 234 2,046 <br />21.5 6002.08 .48 <br /> 0 216 - 216 1,830 <br />22.0 6002.03 .43 <br /> 0 180 - 180 1,650 <br />22.5 6001.98 .38 <br /> 0 180 - 180 1,470 <br />23.0 6001.93 .33 <br /> 0 162 - 162 1,308 <br />23.5 6001.88 .28 <br /> 0 ]62 - 162 1,146 <br />