首页> 外文期刊>Journal of Marine Science and Engineering >Experimental Study and Estimation of Groundwater Fluctuation and Ground Settlement due to Dewatering in a Coastal Shallow Confined Aquifer
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Experimental Study and Estimation of Groundwater Fluctuation and Ground Settlement due to Dewatering in a Coastal Shallow Confined Aquifer

机译:沿海浅层​​承压含水层地下水脱水引起的地面波动与沉降的试验研究与估算

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The coastal micro-confined aquifer (MCA) in Shanghai is characterized by shallow burial depth, high artesian head, and discontinuous distribution. It has a significant influence on underground space development, especially where the MCA is directly connected with deep confined aquifers. In this paper, a series of pumping well tests were conducted in the MCA located in such area to investigate the dewatering-induced groundwater fluctuations and stratum deformation. In addition, a numerical method is proposed for the estimation of hydraulic parameter, and an empirical prediction method is developed for dewatering-induced ground settlement. Test results show that groundwater drawdowns and soil settlement can be observed not only in MCA but also in the aquifers underneath it. This indicates that there is a close hydraulic connection among each aquifer. Moreover, the distributions and development of soil settlement at various depths are parallel to those of groundwater drawdowns in most areas of the test site except the vicinity of pumping wells, where collapse-induced subsidence due to high-speed flow may occur. Furthermore, the largest deformation usually occurs at the top of the pumping aquifer instead of the ground surface, because the top layer is expanded due to the stress arch formed in it. Finally, the proposed methods are validated to be feasible according to the pumping well test results and can be employed to investigate the responses of groundwater fluctuations and stratum deformations due to dewatering in MCA.
机译:上海沿海微带含水层(MCA)具有埋藏深度浅,自流水头高,分布不连续的特点。它对地下空间的发展具有重大影响,尤其是在MCA与深层承压含水层直接相连的地方。本文对位于该地区的MCA进行了一系列抽水井测试,以研究脱水引起的地下水波动和地层变形。此外,提出了一种数值方法来估算水力参数,并开发了一种经验预测方法来进行脱水引起的地面沉降。测试结果表明,不仅在MCA中,而且在其下方的含水层中都可以观察到地下水的流失和土壤沉降。这表明每个含水层之间的液压连接紧密。此外,除了抽水井附近,试验深度的大多数区域中,不同深度的土壤沉降分布和发展与地下水的流失平行,因为高速流动可能会引起塌陷。此外,最大变形通常发生在抽水层的顶部而不是地面,因为顶层由于在其中形成的应力拱而膨胀。最后,根据抽水井试验结果验证了所提方法的可行性,可用于研究MCA中由于地下水引起的地下水波动和地层变形的响应。

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