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Last modified
1/26/2010 12:30:28 PM
Creation date
10/11/2006 10:19:46 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8057
Description
Section D General Studies - State Water Plan
State
CO
Basin
Statewide
Date
6/23/1971
Author
John E Moore
Title
Integrating the Use of Ground Water Into Water Resource Planning
Water Supply Pro - Doc Type
Report/Study
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<br />,,- J~'" <br />o lJ d ~).; <br /> <br />area and to predict the effects of additional future development, For <br />example, the model was used to evaluate the redistribution of wells and <br />the location of favorable areas for new wells. <br /> <br />In the San Luis ~alley of south-central Colorado an analog model <br />was used to study a unique problem in a complex unconfined and confined <br />aquifer system, More than 2 billion acre-feet of water is stored in the <br />upper 6,000 feet of the aquifer. A model was first constructed for the <br />uppermost or unconfined aquifer, which ranges in thickness from 0 to 120 <br />feet. That model simulated boundaries, storage, and transmissivity of <br />the aquifer, In addition, evapotranspiration was simulated by means <br />of current-limiting devices (transistors and diodes), The model was <br />used to predict the effects of a plan to salvage water being consumed <br />by nonbeneficial vegetation in a discharge area in the central part of <br />the valley by pumping a network of wells (Emery, 1970), The salvage <br />plan, which waS proposed by the Bureau of Reclamation, provides for the <br />construction of 129 wells to pump 84,000 acre-feet of water annually for <br />50 years. The model predicted the magnitude and areal extent of water- <br />level decline in the unconfined aquifer. The model analysis showed that <br />water-level declines ranged from 1 to 100 feet and that those declines <br />exceeding 10 feet would be confined mainly to the vicinity of water- <br />salvage wells. It reassured the local irrigators that the salvage <br />project would have little cr'no effect on water levels in the principal <br />irrigated areas. The first model was later expanded to include both the <br />unconfined and confined aquifer system, This model has been used to <br />describe the operation of the hydrologic system and to predict the <br />effects of increased pumping of wells on streamflow, aquifer head, and <br />storage. <br /> <br />Digital models provide another valuable tool for water-resource <br />planning that can be used to predict both quantity of flow and changes <br />in quality resulting from natural phenomena and man's activities. The <br />model is capable of predicting changes in ground-water storage and <br />effects on streamflo~. <br /> <br />A combination of the best features of an electric-analog and a <br />digital model was used in the Arkansas Valley of Colorado to define <br />the operation of a stream-aquifer system and to predict effects of <br />changes in water management. The results of these model studies have <br />been used for modifying water law, for developing ground-water supplies, <br />and for administrating water distribution. <br /> <br />The area modeled extends from Pueblo to the Kansas State line, a <br />distance of 150 miles (Moore and Wood, 1967). This reach of the valley <br />is underlain by an alluvial aquifer that OCcurs in unconsolidated sand <br />and gravel deposits, The aquifer ranges in thickness from 0 to more than <br />250 feet and eontains about 2 million acre-feet of water in storage, It <br />is hydraulically connected to the river, and the ground and surface <br />water constitute a common supply. The development of ground water for <br />irrigation has caused legal disputes between ground-water and surface- <br />water users because pumping the wells has reduced the flow of the <br /> <br />4 <br />
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