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<br />~ <br />N <br />e <br />e~ <br /> <br />The Department of Geophysics at the Colorado School of Mines carried out various electrical geo- <br />physical surveys of the local area around Glenwood Springs. One survey was done using the dipole- <br />dipole surveying method capable of measuring the electrical resistivity of rocks to depths of a few <br />hundred feet. A contour map of observed resistivity along the Colorado River Valley at Glenwood <br />Springs is shown in Fig. 6. <br />An area of anomalously low resistivity, less than 35 ohm-meters, coincides with the extent of <br />the open aquifer in the Colorado River Valley. The geophysical data indicate an average thickness of <br />approximately 100 feet for the 35-ohm-meter block. Alluvial material such as forms the open aquifer <br />typically has a formation factor (ratio of rock resistivity to the resistivity of the contained water) of <br /> <br />8 to 15. Assuming a rough estimate of 10 for the formation factor, The observed resistivity value of <br />35 ohm-meters for the open aquifer corresponds to a water resistivity of 3.5 ohm-meters (conductiv- <br />ityof 0.28 S/m). This, in turn, corresponds to a water salinity of roughly 20,000 parts per million, at <br />surface tern perature <br />Assuming the 35-ohm-meter volume of rock corresponds to the alluvial aquifer and that it has <br />a water-filled porosity of 25%, the volume of water present instantaneously in the open aquifer is 2.2 <br />million cubic feet. <br /> <br />4. Interpretation: The question to be answered is as follows. If a pound of salt is removed from <br />water produced from a well penetrating into a rock saturated with saline thermal water beneath <br />Glenwood Springs, how much will be the reduction in salt entering the Colorado River as it flows <br />through Glenwood Springs? Perhaps the reduction in pressure caused by removal of the water from <br />the open reservoir will permit saline water to enter the system to make up some of the removed salt. <br />If this were to be a significant fraction of the salt removed, this approach to reduction of salt added to <br />the River might be inefficient and not economically warranted. On the other hand, if the salt removed <br />by production from a well is not replaced, the economics characterizing this approach to desalination <br />are straightforward and can be evaluated. <br /> <br />Available evidence indicates that the rocks through which saline waters move from the thermal <br />aquifer to the surface are well interconnected, and that there is no significant compartmentation of the <br />rocks through which the saline waters rise to the surface. Reduction of the head on the aquifer <br />beneath Glenwood Springs by one foot would increase the total pressure drive from the areas of <br />aquifer recharge by only 0.05 to 0.1 % and the flow by the same amount, after equilibrium would be <br />reached. In actual operations, drawdowns as great as several tens of feet might be used, resulting in a <br />steady state addition of salt of 1 to 2% (of the present supply). Initially during transient establishment <br />of the new pressure regime through the local part of the carbonate aquifer where it has high hydraulic <br />conductivity, production of salt water will be accelerated. Well test data indicate thet this transient <br />should have a time constant of a few weeks to few months, but the added salt production will be salt <br />that would normally be added to the River in due time. In essence, it is to be expected that the <br />efficiency in reducing salt added to the River is 98% or belter. <br /> <br />Considering the information available, which presents a convincing, coherent picture of the <br />hydrogeologic scheme of the thermal springs, there appears to be no way in which production from <br />the Redstone well could increase either the total amount of saline water produced from the aquifer or <br />tap new sources of salinity not now draining into the River. <br /> <br />George V. Keller, Consultant <br />February 7, 1994 <br /> <br />3 <br /> <br />LJ <br />