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<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 />. <br />. <br />. <br />. <br />. <br />. <br />. <br />. <br /> <br />CHAPTER 3 <br /> <br />REGIONAL GROUND WATER MODEL <br />FOR <br />ANAL YSIS OF FUTURE SCENARIOS <br /> <br />3.1 Regional Ground Water Model <br /> <br />As described in Chapter I, one of the first steps in investigating future water management <br />scenarios for the South Metro region involved development of a regional ground water flow <br />model to predict the decline in regional ground water heads in each of the four aquifers of the <br />Denver Basin over the study period. Water levels in the bedrock aquifers have been steadily <br />decreasing over the past twenty years. Over the period from 1995 through 2000, water levels in <br />the Arapahoe Aquifer declined at an average rate of nearly 30 feet per year in the South Metro <br />area. These falling water levels seriously impact the water supplier's ability to produce water <br />from the bedrock-ground water resource. Therefore, a major component of this study was to <br />predict the falling regional head in each of the aquifers over time so that estimates can be made <br />of well production in the future. <br /> <br />Hydrosphere, Inc., using the USGS computer code MODFLOW2000, has prepared the regional <br />model. Utilizing the SB-74 ground water model (prepared by the State Engineer Office using <br />MODFLOW96 in 1998) as a foundation, Hydrosphere provided an updated model that <br />incorporates the most up-to-date available data. In particular, this model updates the SB-74 <br />model with a significant amount of data from the South Metro Area water providers. The <br />primary application of the model was to estimate future regional water levels at ten-year <br />increments over the fifty-year study period. These estimates were then used as input to the local <br />well analysis. <br /> <br />The local well analysis (Chapter 4) predicts the production level in each well, based upon the <br />regional head data and estimated well-to-well interference. <br /> <br />3.1.1 Regional Ground Water Model Development Process - In developing the regional <br />model, Hydrosphere followed a deliberate, step-by-step process: <br /> <br />. Task I: Model Requirements. The model requirements were developed through a fonnal <br />elicitation process that involved an iterative dialogue (including interviews, questionnaires, <br />meetings, etc.) between Hydrosphere, the Study Board, and the ground water Peer Review <br />Committee. Questions and issues addressed in the process included: intended uses of the <br />regional model, model features (temporal/spatial characteristics), data availability and <br />requirements, and end users. At the completion of the elicitation process, Hydrosphere <br />developed a Model Requirements document. lbis report is attached as Appendix 3A. <br /> <br />. Task 2: Model Development Plan. In October 2001, Hydrosphere submitted the Regional <br />Ground Water Model Development Plan for review by the Peer Review Committee and the <br />Study Board. The model development plan report provided a comprehensive summary of all <br />work completed related to the regional ground water model in the first 10 months of the <br /> <br />Page3-1 <br />