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Last modified
1/26/2010 3:16:41 PM
Creation date
10/12/2006 4:50:40 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.800
Description
John Martin Reservoir - Water Sales and Contracts
State
CO
Basin
Arkansas
Water Division
2
Date
12/1/1997
Title
Report of the Colorado State Engineer - Concerning Accounting of the Operations of an Offset Account in John Martin Reservoir for Colorado Pumping - 1997 -- Part 2 of 2
Water Supply Pro - Doc Type
Report/Study
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<br />I' <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />0- <br />C', <br />t\) <br />. <br />~ <br />~ <br /> <br />Mr. Steven J. Witte <br />August 8, 1997 <br />Page 2 <br /> <br />November <br />December <br />January <br />February <br />March <br />April <br />May <br />June <br />July <br />August <br />September <br />October <br /> <br />......................................... <br /> <br />9.9% <br />8.1% <br />8.7% <br />12.6% <br />21.3% <br />29.1% <br />34.8% <br />42.0% <br />45.3% <br />38.7% <br />29.4% <br />20.1% <br /> <br />......................................... <br /> <br />......................................... <br /> <br />......................................... <br /> <br />. . . .. . . . . . .. . .. " . . .. . . . . . . . .. " . . . . . . . . . <br /> <br />I modified our computer program used for the July 10 submittal to mimic the H-I model's <br />calculations of lateral seepage and secondary evaporation. The deep percolation and net <br />seepage were routed back to the river by a response function developed using Glover <br />techniques which is consistent with the procedure used by Kansas to develop response <br />functions for the Colorado ditches. <br /> <br />The results of our analyses are summarized in Table 1 which is similar in format to the <br />summary presented in our July 10 submittal. On an annual basis, the stream depletions <br />amount to about 64.6 percent of the river diversion, and the monthly values range from 0.9 <br />percent in February to 82.8 percent in August. The monthly values are very similar to the <br />depletion rates presented in our July 10 submittal. <br /> <br />In December and January, the return flow exceeds the diversion, i.e., net gain in <br />streamflow. These monthly volumes represent 4.5 percent of the sum of the stream depletions <br />in the other 10 months. In our July 10 submittal, the December through February river gain <br />averaged 5.0 percent of the stream depletions in the other 9 months. <br /> <br />Also shown is the amount of consumptive use, attributable to on-farm uses as a percent <br />of the farm delivery. The consumptive U$e includes crop consumptive use, secondary <br />evaporation aS$ociated with on-farm lateral$ and tail water, and change in soil moisture <br />storage. The annual value averages 69.0 percent of the farm delivery, and the monthly values <br />range from 63.7 percent in November to 70.0 percent in July. Until such time that a river gage <br />is installed at the Highland Canal diversion dam, LAWMA's water will be delivered to the <br />Purgatoire River through Wasteway NO.3. Accordingly, these percentages would represent the <br />consumptive use when delivering water through this wasteway. The values presented above <br />and in Table 1 are not substantially different from the values presented in our July 10 submittal. <br /> <br />LAWMA has obtained ownership of 2,682 shares (about 71 percent of the outstanding <br />shares) and anticipates purchasing 887 shares before next spring. At that time, LAWMA will <br />own 3,569 shares out of 3,800 shares outstanding. The owners, which have sold their shares <br />to LAWMA, have discontinued irrigation of the fields at the time of the closing. The purchase <br />contracts -have provisions for revegetation and dry-up. <br />
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