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Summary Report (Working Draft) Modeling of Reservoir Management Strategies for Lakes Powell and Mead December 2005
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Summary Report (Working Draft) Modeling of Reservoir Management Strategies for Lakes Powell and Mead December 2005
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5/31/2013 11:06:06 AM
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7/20/2012 4:10:43 PM
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Water Supply Protection
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Summary Report (Working Draft) Modeling of Reservoir Management Strategies for Lakes Powell and Mead December 2005
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CO
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Summary Report (Working Draft) Modeling of Reservoir Management Strategies for Lakes Powell and Mead December 2005
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Modeling Results for <br />Colorado River Basin States' Modeling of <br />Colorado River and Reservoir Management Strategies <br />As shown in Figure 4 -5, Powell is slightly higher at the 10th percentile under the <br />three Step Shortage revisions in which the trigger elevation for the first shortage <br />is 1100 ft (revl, rev2 and rev3). This result indicates that under the Hybrid <br />Original strategy, Powell is sensitive to when a shortage is started. The difference <br />between revl, rev2 and rev3 is minor. This indicates that Powell is less sensitive <br />to the pattern of the shortage amounts. <br />1,140 <br />1,120 <br />1,100 <br />m <br />-=4'. 1,080 <br />C <br />0 <br />W 1,060 <br />a <br />m <br />m <br />1,040 <br />Y <br />R <br />J <br />1,020 <br />1,000 <br />980 <br />2005 <br />Figure 4 -6 <br />Lake Mead 10th Percentile Elevations <br />-0-Normal - Step Short Original <br />-+4 -Step Short Original <br />- {Step Short revl <br />--9--Step Short rev2 <br />-- -Step Short rev3 <br />2010 2015 2020 2025 <br />Calendar Year <br />Figure 4 -6 shows that at the 10th percentile, an average of about 5 ft is gained by <br />starting a shortage at 1100 ft versus 1075 ft. Between the revisions that start a <br />shortage at 1100 ft, the difference is even less noticeable, with an average <br />difference of about 2 ft. <br />23 <br />
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