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Last modified
7/14/2009 5:02:36 PM
Creation date
5/18/2009 12:10:57 AM
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Template:
UCREFRP
UCREFRP Catalog Number
9584
Author
U.S. Fish and Wildlife Service.
Title
Draft- Aspinall Unit Operations Study.
USFW Year
1988.
USFW - Doc Type
\
Copyright Material
NO
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Next, a new station was added to the network to represent the <br />North Fork of the Gunnison River, and a local flow table was used <br />to replace existing flow at the headwaters. After this <br />disagregation, the North Fork is set to represent all inflow <br />between Crystal and Grand Junction, less the Uncompahgre. <br />The next station modeled is the Gunnison River below the <br />Uncompahgre River. This station is used to simulate agricultural <br />diversions in the lower Gunnison and to account for a number of <br />small projects. These projects include small diversions <br />associated with the cumulative effects analysis which is required <br />under Section 7 of the Endangered Species Act. These annual <br />demands include: <br />KAF <br />Municipal and industrial use 12.4 <br />Fish and wildlife 2.4 <br />Minerals - lower Gunnison 6 <br />Dallas Creek depletions 25.4 <br />Total 46.2 <br />The depletions from the Dominques project, which can be modeled at <br />this station, were been removed from the baseline at the request <br />of the Bureau. (Letter from Cliff Barnet). <br />For this discussion of the operation of the Unit, the terminus of <br />the Gunnison River network is the Whitewater gage, located on the <br />Gunnison River above Grand Junction. The Whitewater gage was used <br />for calibration and validation of the model before any operational <br />scenarios were modeled. <br />Discussion <br />Having accomplished the above disagregation, two potential <br />problems arose: 1) the model became less dependant on the CRSS <br />virgin flow and became somewhat hard-wired to gage data, and <br />2) the agricultural depletions which are identified in the CRSS <br />demand data-base file became partly included in the gage flows <br />being considered as inflow for the Uncompahgre and the North Fork. <br />The first problem becomes less of a problem when the purpose of <br />the modeling effort is considered. The model is to be used for <br />cumulative effects analysis under Section 7 and to evaluate the <br />reoperation of the Unit to benefit Colorado River endangered <br />fishes. The use of gage data tends to lend credibility to both <br />endeavors and only presents a problem if the model were to be used <br />to evaluate agricultural uses of water. <br />The second problem is more complicated because a considerable <br />amount of historic agricultural use is included in the gage flows <br />which are now used to represent the Uncompahgre and the North <br />12 <br />
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