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Saltwater Upconing Below a Pumping Well in an Inland Aquifer: a Theoretical Modeling Study on Testing Different Scenarios of Deep Saline-Groundwater Pathways

机译:内陆含水层中抽水井下方的咸水上冲:测试深层盐水-地下水路径不同情景的理论模型研究

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摘要

To date, studies on the geological conditions in inland aquifers leading to pathways for upwelling deep saline groundwater due to pumping have not been published yet. Therefore, this paper conducted a theoretical modeling study to raise two hypotheses about deep saline-groundwater pathways leading to saltwater upconing below a pumping well in an inland aquifer based on the field situation at the Beelitzhof waterworks in southwestern Berlin (Germany), defined as follows: (1) there are windows in the Rupelian clay caused by glacial erosion, where their locations are uncertain, and (2) there are no windows in the clay, but the clay is partially thinned out but not completely removed by glacial erosion, so salt can merely come through the clay upward by diffusion and eventually accumulate on its top. These hypotheses were tested to demonstrate the impact of the lateral distance between windows in the clay and the well, as well as salt diffusion through the clay depending on its thickness on saltwater intrusion in the pumping well, respectively, using a density-dependent groundwater flow and solute transport model. Hypothesis 1 was validated with four scenarios that windows could occur in the clay at the site, and their locations under some conditions could significantly cause saltwater intrusion, while hypothesis 2 could be excluded, because salt diffusion through the clay with thickness greater than 1 m at the site was not able to cause saltwater intrusion.
机译:迄今为止,尚未发表关于内陆含水层的地质条件的研究,该内陆含水层导致由于抽水而使深层盐水上升的途径。因此,本文根据柏林西南部(德国)Beelitzhof自来水厂的现场情况,对内陆含水层中的咸水-地下水路径导致抽水井下方的咸水上冲的两个假设进行了理论建模研究,其定义如下: :(1)由于冰川侵蚀,Rupelian黏土中有窗户,位置不确定;(2)黏土中没有窗户,但是黏土被冰川侵蚀部分地变薄但不能完全清除,因此盐只能通过扩散向上穿过粘土,最终聚集在其顶部。对这些假设进行了测试,分别使用取决于密度的地下水流,分别证明了粘土和井中窗口之间的横向距离以及盐通过粘土的扩散(取决于其厚度)对抽水井中盐水入侵的影响。和溶质运移模型。假设1在以下四种情况下得到了验证:在该位置的粘土中可能会出现窗口,并且在某些条件下它们的位置会显着导致盐水入侵,而假设2可被排除,因为盐在土壤中扩散穿过厚度大于1 m的粘土该站点无法引起盐水入侵。

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