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Analysis of Techniques to Limit Saltwater Intrusion in Coastal Aquifers

机译:限制沿海含水层盐水侵扰的技术分析

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In this study, saltwater intrusion in coastal aquifers and prevention techniques were investigated using a new computer model, the Sea Water Intrusion (SWI) package (Bakker and Schaars, 2005), which simulates three-dimensional regional seawater intrusion in coastal multi-aquifer systems. Prevention methods consisting of injection wells, extraction wells, a combination of injection and extraction wells, and a subsurface barrier were evaluated as means of controlling saltwater intrusion by using SWI to simulate groundwater flow in an idealized rectangular coastal aquifer with a pumping well. For the first case, a line of injection wells was located along the column between the sea and the pumping well. For the second case, a line of extraction wells pumping saltwater was located between the sea and the pumping well. The third case consisted of a line of injection wells and a line of extraction wells. In order to represent the subsurface barrier, the hydraulic conductivity along a cplumn,towards the sea was reduced. The results obtained were compared to each other, a^l the subsurface barrier technique was determined to give the best result, i.e., it resulted in the least amount of upconing beneath the pumped well.
机译:在这项研究中,使用新的计算机模型,海水入侵(SWI)包(Bakker和Schaars,2005)进行了沿海含水层和预防技术的咸水入侵,这为沿海多含水层系统模拟了三维区域海水侵入。预防方法由注射孔,提取孔,注射孔的组合,以及地下屏障评估为通过使用SWI控制咸水入侵的手段,以模拟具有泵送井的理想的矩形沿海含水层中的地下水流动。对于第一种情况,沿着海洋和泵送井之间的柱子位于喷射孔中。对于第二种情况,泵送盐水的一条萃取井位于海和泵送井之间。第三种情况包括一系列注射孔和一系列萃取孔。为了代表地下屏障,降低了沿着CPLUMN的液压导电率降低。获得的结果彼此比较,确定了地下屏障技术,以提供最佳结果,即,泵浦井下方的颠簸量最少。

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