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<br /> <br />~ ~.... <br /> <br />W <br />-1 <br />) \ <br /> <br />, <br /> <br />. <br /> <br />. <br /> <br />USGS Accomplishments <br /> <br />Accounting for Diversions of Colorado River Water Drawn from the Mainstream by <br />Underground Pumping in the Lower Colorado River Basin <br /> <br />- <br /> <br />Accounting for the use of Colorado River water is required by the U.S, Supreme Court <br />decree, ] 964, Arizona v. California. Water pumped from wells on the flood plain and from <br />certain wells on alluvial slopes outside the flood plain is presumed to be river water and is <br />accounted for as Colorado River water. The U.S. Geological Survey, in cooperation with the <br />Bureau of Reclamation, developed a method to identify wells outside the flood plain of the <br />lower Colorado River that yield water that will be replaced by water from the river. The <br />method provides a uniform criterion of identification for all users pumping water from wells <br />by determining if the elevation of the static water table at a well is above or below the <br />accounting surface. Wells that have a static water-level elevation equal to or below the <br />accounting surface are presumed to yield water that will be replaced by water from the river. -\;1.J- <br />Wells that have a static water-level elevation above the accounting surface are presumed to /" 1 t <br />yield water that will be replaced by water from precipitation and inflow from tributary valleys~ S t,V <br />f.-:\o~ <br /> <br />l-D"" q,., <br /> <br />The method i/based on the concept of a river aquifer and an accounting surface within the <br />river aquifer. The river aquifer consists of permeable, partly saturated sediments and <br />sedimentary rocks that are hydraulically connected to the Colorado River. The subsurface <br />limit of the river aquifer is the nearly impermeable bedrock of the bottom and sides of the <br />basins. The accounting surface represents the elevation and slope of the unconfined static <br />water table in the river aquifer outside the flood plain and reservoirs that would exist if the <br />river were the only source of water to the river aquifer. The accounting surface extends <br />outward from the edges of the flood plain or a reservoir to the subsurface boundary of the <br />river aquifer. Nineteen maps at a scale of I: 100,000 show the extent and elevation of the <br />accounting surface from the area surrounding Lake Mead to Laguna Dam near Yuma, <br />Arizona. <br /> <br />Project is complete. Four publications are available; the method report, including 19 maps, <br />was published in FY94. This project also included a partial inventory of wells (about 850), <br />located between the edge of the flood plain and the river-aquifer boundary between Davis Darn <br />and Laguna Dam, <br /> <br />Dissolved Solids Estimation Project <br /> <br />The objectives of this project were to: (I) determine the availability and completeness of <br />discharge and water-quality records for selected sites on the lower Colorado River from <br />Imperial Dam to the southerly International Boundary with Mexico; (2) develop techniques to <br />~eStimate missing periods of records for discharge and dissolved solids; and (3) present monthly <br />discharge and monthly dissolved-solids discharge for sites on the lower Colorado River from <br />1935 to the present. The District estimates the final report will be approved and published <br />during FY95. <br /> <br />12 <br /> <br /> <br />