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WSP04400
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Last modified
1/26/2010 12:55:17 PM
Creation date
10/12/2006 12:18:42 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8271.200
Description
Colorado River Basin Salinity Control Program - Development and History - UCRB 13a Assessment
Basin
Colorado Mainstem
Water Division
5
Date
4/1/1979
Title
Executive Summary of Major Findings and Conclusions
Water Supply Pro - Doc Type
Report/Study
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<br />~ <br />-J <br />~ <br />~ <br /> <br />Availability of Ground Water for Emerging Energy Technologies <br /> <br />At the present time, very, very little use is made of the Upper Basin's <br /> <br />ground water resources. Furthermore, with a relatively few exceptions, (most <br /> <br />notably for uranium mining in the New Mexico portion of the San Juan River <br /> <br />Basin), projected non-EET uses are not expected to draw upon ground water <br /> <br />over the next twenty years. Thus, ground water could, depending upon hydro- <br /> <br />geologic and economic factors, be a potentially significant source of supply <br /> <br />for EET developments, particularly in the three areas discussed below. <br /> <br />Piceance Creek Structural Basin, Colorado.. The geologic unit known as the <br /> <br />Piceance Creek structural basin is approximately coterminus with the surface <br /> <br />drainage area of Yellow and Piceance Creeks in the White River Basin (Colorado) <br /> <br />and Parachute Creeks in the Upper Colorado River Main Stem Basin (Colorado). <br /> <br />Thus, it lies in the .heart of the richest oil shale deposits found in the Upper <br /> <br />Basin. <br /> <br />The Piceance Creek structural basin consists of two aquifers, both of which <br /> <br />are under artesian conditions. They are separated by the Mahogany Zone, which is <br /> <br />an interval of rich oil shale 100-200 feet thick. This confining zone is fractured <br /> <br />in ways that are not yet completely understood, although it is clear that such <br /> <br />fracturing generally permits the vertical movement of water between the lower <br /> <br />and upper aquifers. <br /> <br />Estimates of average annual discharge from and recharge to the aquifer system <br /> <br />(the system is equilibrium) range from approximately 24,000 to 29,000 acre-feet. <br /> <br />The source of recharge is primarily spring snowmelt. Discharge of ground <br /> <br />water occurs primarily by evaporation and by seepage to springs and to streams <br /> <br />in the Yellow and Piceance Creek surface drainage basins. Furthermore, discharge <br /> <br />studies indicate that about 80 percent of the average annual yield of Piceance <br /> <br />Creek comes from sprin~s. <br /> <br />cix <br />
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