Investigation into subsidence hazards due to groundwater pumping from Aquifer II in Changzhou, China

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• 作者：Ye-Shuang Xu ; Yao Yuan ; Shui-Long Shen ; Zhen-Yu Yin ; Huai-Na Wu ; Lei Ma
• 关键词：Groundwater withdrawal ; Land subsidence ; Deformation of aquifer ; Cosserat continuum model
• 刊名：Natural Hazards
• 出版年：2015
• 出版时间：August 2015
• 年：2015
• 卷：78
• 期：1
• 页码：281-296
• 全文大小：1,588 KB
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• 作者单位：Ye-Shuang Xu (1)
  Yao Yuan (1)
  Shui-Long Shen (1)
  Zhen-Yu Yin (2)
  Huai-Na Wu (1)
  Lei Ma (1)
  
  1. State Key Laboratory of Ocean Engineering, Department of Civil Engineering, Shanghai Jiao Tong University, Shanghai, 200240, China
  2. Ecole Centrale de Nantes, GeM UMR CNRS, LUNAM University, 6183, Nantes, France
  
• 刊物类别：Earth and Environmental Science
• 刊物主题：Earth sciences
  Hydrogeology
  Geophysics and Geodesy
  Geotechnical Engineering
  Civil Engineering
  Environmental Management
  
• 出版者：Springer Netherlands
• ISSN：1573-0840

文摘

This paper presents an investigation into increased deformation of Aquifer II caused by groundwater pumping from the aquifer in Changzhou, China. As groundwater levels of aquifers have been decreasing in recent decades due to uncontrolled water pumping, land subsidence is becoming a serious geohazard in Changzhou. Based on recently reported field data, the compression of aquitards has not increased compared to that of aquifers with the same scale of layer thickness. The Cosserat continuum model was adopted to analyse the observed phenomenon in this study. A classic Cauchy continuum model is also used for comparison. The comparison between these two models indicates that the proposed approach can interpret the increased deformation well, and the classic Cauchy continuum model underestimates the aquifer deformation as it does not consider shear displacement and macro-rotation. A discussion on the relationship between the groundwater level in the aquifer and subsidence is then undertaken. The results show that the severity of the annual subsidence is correlated with the variation in groundwater level in Aquifer II. To mitigate the subsidence hazards, countermeasures should be adopted to avoid the shear stress in aquifers which results from the high hydraulic gradient, by the appropriate allocation of pumping wells and by restricting groundwater withdrawal volume from each pumping operation.