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Confined aquifer vulnerability induced by a pumping well in a leakage area

机译:在泄漏区域泵井诱导的受限含水层脆弱性

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Due to the pollution of shallow groundwater and the rapid development of society and economy which consume more freshwater, the exploitation of confined groundwater is steadily increasing in north China. Therefore, the rapid decline of the confined groundwater head increases the risk of confined aquifer pollution by leaky recharge from shallow aquifers. In this paper, a quantitative method for assessing confined aquifer vulnerability to contamination due to pumping has been developed. This method is based on the shallow and confined groundwater flow model and the advection and dispersion in the aquitard, including sorption. The cumulative time for the pollutant concentration at the top boundary of confined aquifer exceeding the maximum allowable level is defined as the confined aquifer vulnerability index, which can be obtained by numerically solving the solute transport equation. A hypothetical example is chosen as a case study to illustrate the whole process. The results indicate that the proposed method is a practical and reasonable assessment method of confined aquifer vulnerability.
机译:由于浅层地下水的污染和消耗更多淡水的社会和经济的快速发展,南方狭窄地下水的开发稳步增长。因此,密闭地下水头的迅速下降会增加浅层含水层泄漏充电的受限含水层污染的风险。在本文中,已经开发出用于评估泵浦引起的污染局部含水层脆弱性的定量方法。该方法基于浅层和密闭的地下水流模型以及水上的平流和分散,包括吸附。超过最大允许水平的受限含水层的顶部边界污染物浓度的累积时间被定义为密闭的含水层脆弱性指数,这可以通过数值求解溶质传输方程来获得。选择假设的例子作为案例研究来说明整个过程。结果表明,该方法是狭窄含水层脆弱性的实用且合理的评估方法。

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