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<br />'. <br /> <br />- <br /> <br />.' <br /> <br />-..i <br /> <br />.'" <br /> <br />FIG, J <br />- ).- <br />JIIWhI"L <br /> <br />0732 <br /> <br />Result s <br /> <br />Through this change in water use, a permanent pool is maintained in <br /> <br />John Martin Reservoir. A graph of the contents of the permanent pool is <br /> <br />shown in figure 1. The pool, ~hich initially contains 10,000 acre-feet <br /> <br /> <br />(1.2XI07 m3), reaches a minimum of 7,600 acre-feet (9.4xI06 m3) in the <br /> <br /> <br />winter of 1956-57, reaches a maximum of 13,800 acre-feet (1.7xl07 m3) in <br /> <br /> <br />the summer of 1966, and has 11,200 acre-feet (1.4xI07 m3) in it at the <br /> <br />end of the simulation period. The mean storage in the pool is 10,900 <br /> <br />acre-feet (1.3x107 m3) and the standard deviation is 1,300 acre-feet <br /> <br />6 3 <br />(1.6xI0 m). A simulation starting with no initial water in the <br /> <br />permanent pool indicates that it would take 2 or 3 years to initially <br /> <br />fill the pool under normal conditions. <br /> <br />The impact of this change in \olater use on other water users in rhp <br /> <br />Arkansas River valley system ~as measured by comparing surface-water <br /> <br />diversions by canal, State-line flow, and ground-water storage under <br /> <br />normal operation and under the transfer plan. <br /> <br />14 <br />