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WSP13016
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Last modified
1/26/2010 4:34:41 PM
Creation date
4/3/2008 11:02:22 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8282.600.10.B
Description
2000 Annual Operating Plan
Basin
Colorado Mainstem
Author
USDOI/BOR
Title
29th Annual Report and 2000 Annual Operating Plan for Colorado Riber System Reservoirs
Water Supply Pro - Doc Type
Publication
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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 />Colorado River Channel Aggradation below Gila River Confluence <br /> <br />The 1993 Gila River flood deposited approximately 10 million cubic yards of sediment in the <br />Colorado River between its confluence with the Gila and Morelos Dam. An additional <br />unspecified volume of sediment was deposited in the river channel below Morelos Dam. The <br />aggradation of the channel has substantially reduced the river's capability to carry flood flows, <br />to act as a drain for groundwater, and has occasionally caused operational problems with the <br />delivery of Treaty water to Mexico at Morelos Dam. <br /> <br />The Yuma Area Office developed a project proposal to solve the aggradation problems, in <br />cooperation with local irrigation districts, the International Boundary and Water Commission, <br />Native American Tribes, local environmental organizations, local governments, and other State <br />and Federal agencies. <br /> <br />The overall project has been developed in phases. Phase 1 of the project was completed in late <br />1997 so the channel below Morelos Dam could accommodate flood control releases from Hoover <br />Dam during the winters of 1997 and 1998. Phase 1 consisted of limited clearing ofa flow path <br />in the channel below Morelos Dam, and realignment of the channel upstream of Yuma at River <br />Mile 31, where the levee was in danger of being breached during high flows. <br /> <br />Phase 2 of the project is scheduled to begin in September 1999. Phase 2 consists of dredging a <br />sediment basin in the river channel immediately upstream of Morel os Dam to a location about one <br />mile above the NIB. The sediment basin will alleviate most of the operational problems due to <br />sediment laden waters being delivered to Mexico at Morelos Dam. Dredging of this basin is <br />scheduled to last until September 2000. <br /> <br />The need for completing Phases 3 and 4 of the project is currently being reviewed and studied. <br />The space-building and flood control releases experienced during the winters of 1997 and 1998, <br />as well as the natural dynamic nature of the river system, make this review prudent. <br /> <br />Limitrophe Division Below Morelos Dam <br /> <br />The International Boundary and Water Commission (IBWC) has initiated the development of <br />an Environmental Impact Statement (BIS) to address the work necessary to develop and <br />undertake a boundary preservation project within the limitrophe section of the Colorado River. <br />The flood events of 1983 and 1993 has changed the course of the river and deposited <br />approximately 10 million cubic yards of material within the first 5.5 miles of the river below <br />Morelos Dam affecting the carrying capacity of the river and contributing to higher ground <br />water levels in the Yuma Valley. The BIS will identify the best U.S.lMexican alternative to <br />be undertaken for the proposed project. <br /> <br />December 1, 1999 <br /> <br />15 <br />
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