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Long-term land subsidence and strata compression in Changzhou, China

机译:中国常州的长期地面沉降和地层压缩

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Changzhou City, underlain by a multi-layered aquifer system in Quaternary sediments in the Great Yangtze River Delta region, experienced a maximum land subsidence rate of 147 mm/year in the early 1980s due to excessive groundwater extraction. A large-scale monitoring station of 11 borehole extensometers was established in the city in 1983 to investigate land subsidence. Nine strata were predetermined in the Quaternary depth interval and monitored by borehole extensometers. Presented in this paper are the long-term observations of land subsidence, strata compression and groundwater level in four aquifers from 1984 to 2002, and discussion on strata compression based on the measured data with reference to the stratigraphy, soil properties, groundwater withdrawn and literature of similar situations. The compression of strata varies significantly and is strongly influenced by groundwater drawdown in the second confined aquifer, or CA2. The groundwater level in CA2 declined from -55 m in 1981 to -76 m in 1994 and the land subsidence rate remained high. After the city government enforced restrictions on groundwater extraction in 1995, the extraction rate sharply reduced, the groundwater level in CA2 steadily recovered to -56 m until 2003, and the land subsidence rate declined to 10 mm/year in 2002. From 1984 to 2002, the land subsidence was mainly attributed to the consolidation of the thick aquitard overlying CA2. In the future, to prevent the subsidence rate from rising, it is vital to stop groundwater drawdown in aquifers.
机译:常州市位于大长江三角洲第四纪沉积层的多层含水层系统之下,由于过量抽取地下水,1980年代初的最大地面沉降速率为147毫米/年。 1983年,该市建立了一个由11个钻孔引伸计组成的大型监测站,以调查地面沉降。在第四纪深度间隔中预先确定了九个岩层,并通过钻孔引伸计进行监测。本文介绍了从1984年至2002年对4个含水层的地面沉降,地层压缩和地下水位的长期观测结果,并结合地层,土壤性质,地下水抽取量和文献资料,根据实测数据对地层压缩进行了讨论。类似情况。第二层承压含水层或CA2中的地下水压降对地层的压缩影响很大,并且受到很大的影响。 CA2中的地下水位从1981年的-55 m下降到1994年的-76 m,地面沉降率仍然很高。 1995年市政府实施限制地下水开采的措施后,开采率急剧下降,CA2中的地下水位稳定恢复到-56 m,直到2003年为止,2002年的地面沉降率下降到10 mm /年。从1984年到2002年,地面沉降主要归因于覆盖在CA2上的厚水基的固结。将来,为防止沉降率上升,必须停止含水层中的地下水抽取。

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