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<br />MWSI Project <br />Phase" Conjunctive Use Summary Report - DRAFT <br /> <br />August 22, 1995 <br /> <br />of the Basin, ground water pumping has captured some of the ground water discharge or changed <br />the situation where ground water flow is now from the streams. The majority of the precipitation <br />recharge occurs to the Dawson aquifer. The Denver, Arapahoe and Laramie-Fox Hills aquifers <br />receive precipitation recharge through their outcrop areas located on the margins of the Basin, <br />Precipitation recharge is estimated by Robson (1987) to be 29,400 aflyr in the Dawson aquifer, <br />4,000 af/yr in the Denver, 2,050 af/yr in the Arapahoe and 4,200 aflyr in the Laramie-Fox Hills. <br />Groundwater flow between the Dawson, Denver and Arapahoe aquifers occurs, Generally, flow <br />occurs from the Dawson to the Denver and from the Denver to the Arapahoe aquifer. The <br />Laramie-Fox Hills aquifer is isolated from interaquifer flow by the Laramie Formation. <br />Groundwater pumping has altered the steady-state water budget for the Basin. Approximately <br />5200 aflyr flows from the Dawson to the Denver aquifer and 3850 aflyr flows from the Denver to <br />the Arapahoe aquifer, Robson (1987). <br /> <br />The aquifer properties of most interest in wellfield design and groundwater injection <br />projects are transmissivity, hydraulic conductivity, storage coefficient and specific yield. These <br />parameters are obtained from pumping tests and are generally well known over the developed <br />areas of the Denver Basin, Robson (1987) reports that hydraulic conductivity in the Dawson, <br />Denver and Arapahoe aquifers ranges from 0,05 to 7,0 feet per day, Three feet per day is a <br />common value for hydraulic conductivity. The higher hydraulic conductivity values exist in the <br />Arapahoe and Dawson aquifers, Transmissivity values are highest in the west central portion of <br />the Basin in southern Arapahoe and northern Douglas Counties. Transmissivity generally ranges <br />from 100 to 1200 ft2/day in the Dawson aquifer, JOO to 400 ft2/day in the Denver, 100 to 2100 <br />ft2/day in the Arapahoe, and less than 100 to 1000 ft2/day in the Laramie-Fox Hills, Confined <br />aquifer storage coefficient normally ranges from less than 2 x 10-4 to more than 8 x 10-4, Then <br />Denver Basin Aquifer Rules (1985) establish specific yield values for the Denver Basin aquifers. <br />The specific yield value for the Upper and Lower Dawson aquifers is 20 percent, the Denver, <br />Upper Arapahoe, Lower Arapahoe, and Arapahoe aquifers are 17 percent, and the Laramie-Fox <br />Hills aquifer is 15 percent. Specific yield laboratory analysis demonstrates that a range of <br />specific yield exists within each aquifer, This range of specific yield values is generally greater <br />than 10 and less than 35 percent for each of the Denver Basin aquifers. <br /> <br />Estimates a/Water Availability <br /> <br />There is an enormous amount of water in storage in the Denver Basin aquifers, <br />approximately 467 million acre-feet. Of the total amount of water in storage approximately 56 <br />percent of the water is theoretically recoverable. Table I lists the amounts of water stored and <br />theoretically recoverable from the Denver Basin aquifers (Robson, 1987). All values are in acre- <br />feet. <br /> <br />2 <br />