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WSP07317
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Last modified
1/26/2010 2:26:46 PM
Creation date
10/12/2006 2:15:17 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8210.140.20
Description
Colorado River Basin Organizations and Entities - Colorado River Basin States Forum - California
State
CA
Basin
Western Slope
Date
1/1/1971
Author
Myron B Holburt
Title
Annual Report for the Calendar Year 1970
Water Supply Pro - Doc Type
Annual Report
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<br />" Ii 8 ,t . . <br />diversions from t~e tolorado RIver without <br />increasing consumptive use was still pending <br />during 1970. The amendment was requested <br />in 1968 by Secretary of Interior Udall, but <br />California officially requested additional in- <br />formation and analyses from the United <br />States to support the necessity of increased <br />diversions and to substantiate the claim that <br />diversions could be increased without in- <br />creasing consumptive use. <br /> <br />In February 1970, the Department of Inte- <br />rior indicated by letter that continuing water <br />measurements and ecology studies were be- <br />ing conducted at Topock Marsh by the Bu- <br />reau of Sport Fisheries and Wildlife for its <br />water management plan. <br />The final inlet and outlet flow records at <br />Topock Marsh for calendar years 1967, 1968, <br />and 1969 were transmitted to the Board in <br />July, 1970 by the Bureau of Reclamation. The <br />records will be included in the annual compi- <br />lation of records in accordance with Article <br />V (B) of the decree. The U .S, Geological Sur- <br />vey has rated the accuracy of the data as <br />"poor" according to its standard for surface <br />water flow measurements. This rating means <br />that about 95 percent of the daily discharge <br />measurements are not within 15 percent. <br /> <br />Lower Colorado River Return Flow <br />Study Task Force <br /> <br />In the course of establishing Lower Colo- <br />rado River diversions and return flows dur- <br />ing the studies for development of the Ope- <br />rating Criteria for Colorado River Reservoirs <br />in 1969, the Bureau of Reclamation recog- <br />nized the position of Arizona and California <br />that there were substantial quantities of un- <br />measured subsurface return flows and agreed <br />to look into the problem. In 1970, the Bureau <br />and the U.S. Geological Survey developed a <br />program for measuring these return flows. <br /> <br />A proposed study was presented on July <br />10, 1970, in Boulder City, Nevada, at a meet- <br />ing of federal and state representatives. A <br />Task Force on Ground-Water Return Flows <br />to the Lower Colorado River was formed, <br />consisting of state representatives from Ari- <br /> <br />42 <br /> <br />zona, California, and Nevada, and of federal <br />representatives from the Bureau of Reclama- <br />tion, Geological Survey, Bureau of Indian <br />Affairs, and Regional Solicitor's Office. The <br />Task Force is to coordinate the work and <br />advise the Geological Survey and Bureau of <br />Reclamation on the study. The Principal Hy- <br />draulic Engineer was appointed as Cali- <br />fornia's representative on the Task Force. <br />The study will include all sections of the <br />river where subsurface inflow from prior di- <br />versions is expected to occur. The first reach <br />of the river to be studied will be between <br />Laguna Dam and Morelos Dam. Details of <br />this study area were discussed with the Task <br />Force at meetings with the Bureau of Recla- <br />mation and Geological Survey representa- <br />tives. The gradients of the shallow, interme- <br />diate, and deep ground water bodies will be <br />measured and permeabilities will be comput- <br />ed from tests using clusters of piezometers <br />located at approximately 18 cross-sectional <br />locations along the river. The return flow to <br />the river will be calculated from these data. <br />After physical measuring devices are in- <br />stalled in the Yuma area, it is planned to be- <br />gin work on the river reaches upstream. <br />One matter not yet resolved in the conduct <br />and analysis of the underflow study is <br />whether the return flows should be meas- <br />ured at the river's edge or at the edge of the <br />irrigated areas. The latter method would give <br />the states greater credit for return flows <br />since phreatophyte areas generally consume <br />additional quantities of water before the re- <br />turn flows finally reach the river. It was fi- <br />nally agreed that the main thrust of the pro- <br />gram should be to measure return flows at <br />the river's edge since the decree in Arizona v. <br />California defines the returns as being to the <br />river. An evaluation will also be made of the <br />amount of return flows intercepted by <br />phreatophyte areas. <br />By the end of 1970, the installation of the <br />piezometer clusters in the Yuma area was <br />underway. <br /> <br />\ <br />
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