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C150042 Report
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C150042 Report
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Last modified
2/21/2014 3:58:35 PM
Creation date
2/21/2014 3:56:27 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C150042
Contractor Name
Rio Grande Restoration Project Enterprise
Contract Type
Grant
Loan Projects - Doc Type
Report
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' <br />' <br />' <br />�, <br />� <br />L�J <br />' <br />' <br />IJ <br />�l <br />' <br />' <br />' <br />,� <br />�i <br />�1� <br />' <br />' <br />' <br />One of the primary resources that can be managed to allow better utilization of surface water <br />supplies are the underground aquifers in the San Luis Valley. By storage of surface water rights <br />in the aquifers, the aquifers can function as under ground water storage reservoirs. The filling of <br />the aquifers has historically occurred, but in an unplanned manner that has resulted in overfilling <br />in some areas and under-filling in other areas. One of the objectives of this project was to assist <br />in developing a better understanding of the dynamics of ground water recharge in the San Luis <br />Valley and to convey this information to water users and managers to facilitate maximum water <br />utilization and conservation. <br />Since elimination of the Rio Grande Compact debt, over delivery to the Compact has occurred in <br />several individual years. These over deliveries result in credits that may be used to reduce <br />Compact deliveries in subsequent years. However, the credits are subject to evaporation losses <br />in Elephant Butte Reservoir. It may be possible to reduce these over deliveries and efficiently <br />store more water in the aquifers of the San Luis Valley. This may be accomplished by means of <br />better managed irrigation season diversions and maximizing winter ground water recharge. In <br />many years the potential for Compact over deliveries do not become apparent until October or <br />November which is near the end of the accounting year for the Compact. It is also near the time <br />when ditches can be frozen shut by cold weather. During wet years and in the late fall or early <br />winter, the aquifers could be partially refilled, thereby supplying the ground water to be <br />withdrawn by wells during dry years. <br />Recharge of ground water has been difficult during November and December due to the forming <br />of ice in diversion structures and canal laterals. Additionally, changes in irrigation practices <br />from flood irrigation to significant numbers of center-pivot sprinkler systems that require less <br />volume of water has made it difficult for irrigators to use large wet year flows that can occur in <br />the spring. One of the objectives of this project was to construct a significant recharge structure <br />specifically designed to overcome much of the icing problems and provide additional capacity to <br />allow large diversions from the river during flood conditions. <br />1-2 <br />' <br />
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