Coupled processes of groundwater dynamics and land subsidence in the context of active human intervention, a case in Tianjin, China

Guangli Su; Chunbao Xiong; Guiying Zhang; Yong Wang; Qiang Shen; Xiaohu Chen; Hewen An; Longchao Qin

doi:10.1016/j.scitotenv.2023.166803

Coupled processes of groundwater dynamics and land subsidence in the context of active human intervention, a case in Tianjin, China

Sci Total Environ. 2023 Dec 10:903:166803. doi: 10.1016/j.scitotenv.2023.166803. Epub 2023 Sep 9.

Authors

Guangli Su¹, Chunbao Xiong², Guiying Zhang³, Yong Wang⁴, Qiang Shen⁴, Xiaohu Chen⁴, Hewen An⁵, Longchao Qin⁵

Affiliations

¹ School of Civil Engineering, Tianjin University, China; The First Monitoring and Application Center, CEA, Tianjin 300180, China.
² School of Civil Engineering, Tianjin University, China. Electronic address: xiongchunbao@163.com.
³ Hydrology Center of Liaocheng, Shandong Province, China.
⁴ Tianjin hydrology and water resources management center, China.
⁵ School of Civil Engineering, Tianjin University, China.

PMID: 37689190
DOI: 10.1016/j.scitotenv.2023.166803

Abstract

To address the crisis of water shortage in the North China Plain, the Chinese government implemented the South-to-North Water Transfer Project (SNWTP). In this context, Tianjin, one of the main beneficiaries of this project, has been relieved from water shortages and begun to implement Groundwater Management Plans (GMP) since 2018, which undoubtedly have a significant effect on the groundwater recovery. Meanwhile, this provides a good case for studying the coupled process of ground settlement and groundwater dynamics, especially the soil deformation pattern driven by groundwater level (GWL) rebound. To analyze these issues in detail, field well data was collected to depict groundwater flow field. Moreover, geodetic data was also collated, including leveling, GPS, and InSAR, so that a vertical deformation field with high spatiotemporal resolution could be generated. The results reveal that the GWL of the third confined aquifer which is the main exploitation layer in Tianjin recovered significantly since 2018 with a rate of 2.1 m/yr. The dynamic deformation patterns indicate that the area of land subsidence cones in Tianjin has reduced significantly, accompanied by a sharply declining subsidence rate (decreased from -32.2 mm/yr to -4.5 mm/yr.). Particularly, a significant poroelastic rebound has occurred in the Wuqing and Beichen districts since 2020. Furthermore, due to the delayed pore pressure dissipation in the aquitard, we find a time delay of 0.3-5.5 years between land subsidence and GWL time series, which is far less than that estimated by hydrogeological parameters, as the latter ignored the recharge and recovery capacity of the aquifer system. Finally, an evolution models in Tianjin was presented to illustrate interactive process among the deformation, pore pressure, and hydraulic head. In general, the SNWDP and the GMP has restored the pore pressure of aquifer, reduced the land subsidence, and alleviated the groundwater storage depletion of Tianjin.

Keywords: Groundwater; Groundwater storage variation; Land subsidence; North China Plain; South-to-North water transfer project.