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Last modified
1/26/2010 2:53:35 PM
Creation date
10/12/2006 3:37:41 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.926
Description
South Metro Water Supply Study
State
CO
Basin
South Platte
Date
2/1/2004
Author
SMWSS Board
Title
South Metro Water Supply Study
Water Supply Pro - Doc Type
Publication
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<br />project, including: a review of the SB-74 model, screening of newly acquired hydrogeologic <br />and well data for inclusion in the new model, results of a comparative modeling analysis that <br />. was undertaken to evaluate the need for explicit representation of inter-aquifer fine-grained <br />layers in the regional model, and a detailed plan for updating the SB-74 model with newly <br />acquired data and infonnation. The model development plan is attached to this report as <br />Appendix 3B. <br /> <br />. Task 3: Model Development and Application. Following submittal of the model <br />development plan, Hydrosphere implemented the model development actions outlined in the <br />plan. With critical support and interim reviews provided by the Peer Review Committee, a <br />regional ground water model was developed that provides a robust tool for evaluation of <br />future water supply scenarios for the South Metro area. The remainder of this section <br />summarizes the results of the calibration efforts, and presents the simulation results for three <br />future development scenarios, with a detailed evaluation of model results. <br /> <br />3.1.2 Regional Ground Water Model: Assumptions and Limitations - At the direction of the <br />1996 Colorado legislature, the SB-74 model was originally developed between 1996 and 1998 by <br />the Colorado State Engineer's Office ("SEO") to evaluate the effect of the 4% replacement and <br />2% relinquislunent requirements on future water supplies and on existing water rights. One of <br />the constraints on SB-74 model development mandated in the enabling legislation was that the <br />SB-5 Denver Basin model with no new data be used as the basis for model development; <br />consequently, no data gathered since 1985 was incorporated into the development of the SB-74 <br />model. This constraint, together with the lack of sufficiently detailed data, forced model <br />developers to employ indirect approaches to infer a number of key model parameters, including: <br />(I) those that describe surface water - ground water interactions, as well as (2) aquifer layering <br />characteristics that can strongly affect model predictions as the bedrock aquifers transition from <br />confined to unconfined conditions. <br /> <br />3.1.2.1 Stream Alluvial Aquifer I Bedrock Aquifer Interactions - Due to concerns about the <br />adequacy of the SB-74 model's ability to project stream depletions caused by pumping in the <br />Denver Basin bedrock aquifers, a group of peer reviewers, called the Technical Scope Committee <br />(TSC), was convened. The charge of the TSC was to develop a scope of work and cost estimate <br />for additional work needed to improve the SEO SB-74 model, particularly as it relates to <br />characterization of stream depletions. It was generally recognized at that time that data <br />limitations severely constrained the ability to defensibly quantify such depletions. In December <br />1998, the TSC recommended a program of seven tasks that included both field and laboratory <br />data gathering, as well as data analysis and model enhancements. The estimated cost for the <br />program exceeded $2,000,000 (including the cost of new full-time staff in the SEO) and at least <br />two years were anticipated for completion of the seven tasks. Since that time, none of the <br />recommendations have been implemented, although the SEO is committed to implementing <br />those tasks as part of the South Platte Decision Support System project. <br /> <br />Given the current status of progress made on implementing the TSC's study plan, there remains <br />insufficient data available to implement the model enhancements recommended by the TSC. An <br />alternative approach to estimate subsurface flows between the "shallow" hydrologic system <br />(comprised of the surface water and alluvial aquifer) and the underlying bedrock aquifers would <br /> <br />Page 3-2 <br /> <br />t <br />t <br />t <br />t <br />t <br />. <br />t <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br />
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