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Last modified
1/26/2010 2:21:51 PM
Creation date
10/12/2006 1:30:49 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8143.800
Description
John Martin Reservoir - Water and Contracts
State
CO
Basin
Arkansas
Water Division
2
Date
12/1/1999
Title
Report of the Colorado State Engineer - Concerning Accounting of the Operations of an Offset Account in John Martin Reservoir for Colorado Pumping - 1998 -- Part 2 of 2
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I <br />I <br />I <br />il <br />II <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 />. . . <br />~r. Steven J. Witte <br />August 8, 1997 <br />Page 2 <br /> <br />,--.. <br />, <br /> <br />c~ November .......................................... 9.9% <br />(:"\ December ......................................... 8.1% <br />N January ......................................... 8.7% <br />CO February 12.6% <br />c....' ......................................... <br />--J. March ......................................... 21.3% <br /> April .......................................... 29.1% <br /> May .......................................... 34.8% <br /> June ......................................... 42.0% <br /> July ......................................... 45.3% <br /> August .......................................60 38.7% <br /> September ......................................... 29.4% <br /> October ......................................... 20,1% <br /> <br />I modified our computer program used for the JUly 10 submittal to mimic the H-I model's <br />calculations of lateral sEle?age 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 retum 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-tarm uses as a percent <br />of the farm delivery. The consumptive use includes crop consumptive use, secondary <br />evaporation associated with on-farm laterals 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 Wasterway 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 clilferent from the values presented in our July 10 submittal, <br /> <br />LAWMA has obtained owner&hip of 2,682 shares (about 71 percent of the outstanding <br />shares) and anticipates putdtaslng 887 shares before next spring. At that time, LAWMA will <br />own 3,569 shares out of 3.800 shares outstanding. The owner&, which have sold their shares . <br />to LAWMA. have cflSCOntinued lITigation of the fields at the time of the closing, The purchase <br />contracts have provisions for revegetation and dry-up, <br /> <br />EJ~"^,~~ (~J) <br />
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