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WSP05094
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Last modified
1/26/2010 2:16:55 PM
Creation date
10/12/2006 12:51:40 AM
Metadata
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Template:
Water Supply Protection
File Number
8277.600.10
Description
Big Sandy River Unit - Colorado River Salinity Control Program
State
WY
Basin
Colorado Mainstem
Date
2/1/1988
Title
U.S.D.A. Selected Plan - Big Sandy River Unit
Water Supply Pro - Doc Type
Definite Plan Report
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<br />,,'t <br /> <br />" <br />. <br /> <br />G <br />~~~: <br />~ <br />~~ <br /> <br />experiment in desalting by natural freezing was conducted. In 1974, the <br />atmospheric freezing experiment attempted to separate fresh water and <br />brine. The experiment encountered problems with maintaining equipment <br />operating under freezing conditions, separating the brine flow, <br />evaporation of brine, and most importantly, pointed out the need for <br />lined collection ponds. <br /> <br />'i:- ~.. <br /> <br />The USBR drilled a total of 100 test wells between 1975 and 1978 to <br />locate and characterize the various saline aquifers. These holes range <br />in depth from 30 to 300 feet and cover an area that extends from the <br />Big Sandy Reservoir to the Gasson Bridge on the Big Sandy River, which <br />is a distance of about 2S miles. The wells have been monitored for <br />water level and quality. All the test wells have been pump tested to <br />determine the extent and transmissibility of the aquifer. The ground <br />water levels in the project area respond quickly to irrigation. The <br />water table rises when water is turned into the Eden Valley irrigation <br />project in the spring and recedes in the fall. The magnitude of rise <br />and fall depends on climatic conditions and water supply delivered to <br />irrigation project in any given year. <br /> <br />Eighteen of the test wells were drilled near the Big Sandy Reservoir. <br />It appears that the reservoir does not contribute significantly to the <br />salinity problem. Pump testing of wells above the Eden Project indicate <br />only minor contributions from that area. <br /> <br />h:: <br /> <br />',,' <br />, <br /> <br />The bulk of the aquifer discharge occurs along a lS-mile reach of the <br />Big Sandy River in the form of seeps, springs, and flowing wells. <br />Investigations indicate that approximately 27 cfs surfaces and flows <br />back into the river along this reach. The USBR has drilled three <br />lS-inch-diameter wells near the larger seeps in the "Big Bend" area <br />between Simpson Gulch and Gasson Bridge. These wells were tested with <br />S-day pump tests at rates from 825 to 2,700 gallons per minute. The <br />total dissolved solids concentration varied from 4,000 mg/L to 5,SOO mg/L. <br />The flow in the seep area was dramatically reduced during the pump tests. <br />However, disposal of the saline water remains a major hurdle to a satis- <br />factory salinity control for this type of project. In 1982, the USBR <br />evaluated the delivery of saline underground water from the Big Sandy <br />area to Chevron Chemical Company and Texasgulf Chemicals, Inc., near the <br />towns of Rock Springs and Green River. However, both of these companies' <br />plans indicated that the use of Big Sandy water was not needed. During <br />1984 and 1985, the USBR investigated the use of saline Big Sandy water <br />for the Jim Bridger Power Plant. This alternative was found to be <br />economically unattractive because of the long and expensive delivery <br />system required to transport the water to the Jim Bridger Power Plant. <br /> <br />\'<', <br /> <br />;_.-'~ <br /> <br />The USBR has concluded its studies and, at the present time, does not <br />anticipate recommending construction of off-farm salinity control <br />features. If the need for additional salinity control develops in the <br />future, installation of off-farm features in the Big Sandy Unit may be <br />considered further if the more cost-effective units in the Colorado <br />River Basin have already been developed. <br /> <br />,'" <br /> <br />Gry <br /> <br />r~ <br /> <br />(:Jl1::A <br /> <br />1-7 <br />
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