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<br />MWSI Project <br />Phase" Conjunctive Use Summary Report - DRAFT <br /> <br />August 22, 1995 <br /> <br />CONJUNCTIVE USE <br /> <br />Purpose and Scope <br />The purpose of this report is to summarize the MWSI Project's Phase" level <br />investigations related to conjunctive use as a potential water supply for the metro Denver area, <br />The overall intent of Phase" is to develop background information and to initially identify <br />promising water supply options for further study in later Project phases. <br /> <br />The Phase" work specific to conjunctive use has included I) a review of background <br />information on surface water and groundwater availability for conjunctive use, 2) identification <br />of a conceptual approach to conjunctive use as a regional water supply source, 3) examination of <br />some of the major operational and facilities aspects ofthis approach to conjunctive use, and 4) a <br />preliminary assessment of yield and economic issues, <br /> <br />The information presented in this document is preliminary and wi}1 be refined in Phase III <br />of the Project according to the direction of the Technical Advisory Committee. No specific <br />conjunctive use plans have yet been developed, nor has the new water supply yield potentially <br />available from conjunctive use been definitively quantified, The example approach to <br />conjunctive use and the yield and cost information presented in this document are for illustrative <br />purposes only, <br /> <br />Conceptual Description of Conjunctive Use <br /> <br />For purposes of this study, conjunctive use is defined as the coordinated use of surface <br />water and groundwater resources to increase water supply availability, By jointly using surface <br />water and groundwater supplies and systems, the opportunity exists to significantly increase the <br />delivery of renewable surface water supplies, <br /> <br />In this study it is assumed that in may years there are divertible surface water supplies in <br />excess of the amount needed to meet demands and to fill existing surface reservoirs. Since these <br />unused divertible supplies are unreliable, they are not diverted for use and are lost from the <br />municipal water supply system, However, if groundwater supplies and aquifer storage are made <br />available to "fill in" during periods when the unused surface supplies are unavailable, then a new <br />firm yield can be developed by using both sources. This, then, serves to maximize the use of <br />renewable surface waters. <br /> <br />These additional surface water supplies could be used to extend the life of existing non- <br />tributary groundwater-dependent supplies, To the degree that a conjunctive use plan is designed <br />for this purpose, the potential for "new yield" from that conjunctive use plan decreases. At the <br />same time however, the long term operations, maintenance and replacement costs would be <br />lower because of less aquifer decline, <br /> <br />28 <br />