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Artifical Recharge of Ground Water in Colorado
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Artifical Recharge of Ground Water in Colorado
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Last modified
3/27/2013 12:43:49 PM
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Publications
Year
2004
Title
Artificial Recharge of Ground Water in Colorado
Author
Colorado Geological Survey Department of Natural Resources
Description
A Statewide Assessment 2004
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Other
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Artificial Recharge of Ground Water in Colorado <br />A Statewide Assessment <br />Background <br />Colorado is a semi -arid state with a rapidly growing population that is straining a limited water - <br />resource base. Compounding the situation is the geographic imbalance of water supply with <br />water demand. The greatest amount of precipitation, and hence the greatest runoff of surface <br />water, occurs on the Western Slope of Colorado's Rocky Mountains, yet the greatest number of <br />people live on the Eastern Slope of the Rockies. A second imbalance exists in the relative timing <br />of supply and demand. The greatest supply falls in the late winter and spring, while the greatest <br />demand occurs in the summer, well after the snowmelt runoff has peaked. These factors <br />mandate careful management of the limited resource to provide a sustainable supply. In <br />Colorado, management of the water resource has evolved into a complex system of water law, <br />which attempts to allocate the limited resource fairly, and a complex infrastructure system to <br />distribute the limited resource. The infrastructure system includes numerous water storage and <br />diversion facilities, which include a series of trans -basin diversions that generally move water <br />from west to east, across and under the Continental Divide. <br />Sustainable water management relies on the ability to store water. The traditional method of <br />storing water has been to construct dams and develop reservoirs (Fig I -1). However, the high <br />cost and long timeframes combined with adverse ecological, environmental, and socio - cultural <br />impacts have hindered construction of new large reservoir projects in the west. In addition, <br />surface reservoirs lose tremendous amounts of water to evaporation (especially in the semi -arid <br />west), require expensive maintenance, accumulate sediment, have the potential of structural <br />failure, are vulnerable to contamination whether accidental or by criminal acts, increase breeding <br />areas for disease carrying insects, and interfere with river ecology. A viable alternative is the <br />storage of water below ground in aquifers, which are natural reservoirs. <br />Ground water has long been an important water resource in parts of Colorado, particularly on the <br />Eastern Slope where surface -water supplies are limited. In fact, many regions and communities <br />are completely dependant on ground water for agricultural and municipal supplies. Much of the <br />rapidly growing southern Denver metropolitan region is currently dependant on non - renewable <br />ground water extracted from the Denver Basin aquifer system. As a result of the extensive <br />development of ground water to meet a rapidly growing population, ground -water supplies are <br />being depleted and water levels are declining. For example, water levels in the Denver Basin <br />Arapahoe aquifer southeast of Denver are dropping at rates up to 30 feet per year (ft /yr) (DWR, <br />2000). <br />In addition to water supply, aquifer storage can be utilized as part of an overall water <br />management strategy. This storage potential can be used in the short-term, season -to- season <br />balancing act between natural supply and demand, or to provide a cushion for periods of drought. <br />Referred to as conjunctive use, surface water is used as the primary source of water in periods of <br />abundance, while ground water is reserved for times when surface water is limited. When <br />necessary, natural ground -water recharge can be enhanced to take advantage of peak surface - <br />water flows. Aquifers represent tremendous opportunities for underground storage of water with <br />essentially zero evaporative losses. <br />3 <br />
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