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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 />cutbacks and sidewash inflows. Operational objectives at and below Imperial Dam are to meet <br />water user demands, to conserve water, to control sediment, and to maintain the river channel. <br /> <br />Releases from Imperial Dam are regulated by Laguna Reservoir to conserve water, to meet all <br />or part of Mexico's water demands, and to maintain river flows downstream near Yuma. <br />Laguna releases combined with agricultural seepage and drainage provide a continuous live <br />stream serving recreational and fish and wildlife purposes. Larger releases from Laguna Dam <br />are generally due to excess water from rain, flooding upstream, or from rejected water orders due <br />to rain. These higher releases serve to maintain the river channel capacity. This occasional <br />practice reduces channel maintenance expense without impairment of water conservation or <br />power production. <br /> <br />Yuma Desalting Plant <br /> <br />The Yuma Desalting Plant was not operated in 1998, and will not be operated in 1999 as funding <br />is currently not available for full-scale operation. Most of the damage to the Main Outlet Drain <br />(MOD), the Main Outlet Drain Extension (MODE), arld the Bypass Drain from the 1993 Gila <br />River flood has been repaired. Some damage to the MODE near the Gila River confluence will <br />be repaired at a later date. All Wellton-Mohawk Irrigation and Drainage District drainage flows <br />should be diverted into the MODE in 1999. <br /> <br />The Water Quality Improvement Center (WQIC), formerly referred to as the test train but <br />recently added on to, used for research and the building's water service, will be run throughout <br />1999. The WQIC uses about one million gallons per day of drainage water taken from the <br />MODE or pumped from an on-site well. <br /> <br />Colorado River Channel Aggradation below Gila River Confluence <br /> <br />The 1993 Gila River flood deposited large amounts of sediment in the lower Colorado River <br />above and below Morelos Dam. This has substantially reduced the river's capacity to carry flood <br />flows, raised groundwater levels (levels that are expected to be further elevated by the / <br />anticipated flood control releases planned during the next two years), and has caused operational <br />problems with the delivery of Treaty water to Mexico above Morelos Dam. ' <br /> <br />The Yuma Area Office has been working with local irrigation districts, the International <br />Boundary and Water Commission, Native American Tribes, local environmental organizations, <br />local governments, and other State and Federal agencies to develop a project proposal to solve <br />the problems created by the channel aggradation. <br /> <br />The overall project is being phased. The first phase of the work, consisting of partial clearing <br />of a flow path through the Limitrophe Division and the construction of a training structure at <br />River Mile 31, was completed in late 1997. The three additional phases of work are in planning, <br />awaiting permitting, and in the contracting system. The initial work on the final phases is <br />scheduled to begin in the fall of calendar year 1998. <br /> <br />14 <br />