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Land subsidence due to groundwater withdrawal in the northern Beijing plain, China
Abstract Beijing is an international metropolis, where over-exploration of water resource makes land subsidence becoming more and more serious. The related problems cannot be avoided in the coming years because of the giant increase of population. The aims of this study are to quantify land subsidence over the period 2003 to 2010, grasp the evolution of the process, and investigate the relation with the triggering factors in the northern area of the Beijing plain. Various data, including deep compaction from vertical multiple borehole extensometers, land subsidence from Persistent Scatterer Interferometry and leveling surveys, groundwater levels, hydrogeological setting from wellbores, and Landsat TM image were collected and effectively used to detect the spatial and temporal features of land subsidence and its possible relation with groundwater level changes, compressible layer thickness, and urban development. Results show that land subsidence is unevenly distributed and continuously increased from 2003 to 2010. The average loss of elevation over the monitoring period amounted to 92.5mm, with rates up to 52mm/y. The distribution of the subsidence bowl is only partially consistent with that of the groundwater depression cone because of the variable thickness of the most compressible fine deposits. In fact, extensometers reveal that silty-clay layers account for the larger contribution to land subsidence, with the 15m thick silty-clay layer between 102 and 117m depth accounting for about 25% of the total subsidence. Finally, no clear correlation has been observed between the subsidence rates and the increase of the load on the land surface connected to the impressive urban development. This study represents a first step toward the development of a physically-based model of the subsidence occurrence to be used for planning remediation strategies in the northern Beijing plain.
Highlights Land subsidence up to 52mm/yr was monitored by PSI in northern Beijing. PSI solution was calibrated/validated by extensometers and leveling surveys. Land subsidence is highly variable. Groundwater drawdown and geological structure control the subsidence values. No clear correlation exists between the urban development and subsidence rates.
Land subsidence due to groundwater withdrawal in the northern Beijing plain, China
Abstract Beijing is an international metropolis, where over-exploration of water resource makes land subsidence becoming more and more serious. The related problems cannot be avoided in the coming years because of the giant increase of population. The aims of this study are to quantify land subsidence over the period 2003 to 2010, grasp the evolution of the process, and investigate the relation with the triggering factors in the northern area of the Beijing plain. Various data, including deep compaction from vertical multiple borehole extensometers, land subsidence from Persistent Scatterer Interferometry and leveling surveys, groundwater levels, hydrogeological setting from wellbores, and Landsat TM image were collected and effectively used to detect the spatial and temporal features of land subsidence and its possible relation with groundwater level changes, compressible layer thickness, and urban development. Results show that land subsidence is unevenly distributed and continuously increased from 2003 to 2010. The average loss of elevation over the monitoring period amounted to 92.5mm, with rates up to 52mm/y. The distribution of the subsidence bowl is only partially consistent with that of the groundwater depression cone because of the variable thickness of the most compressible fine deposits. In fact, extensometers reveal that silty-clay layers account for the larger contribution to land subsidence, with the 15m thick silty-clay layer between 102 and 117m depth accounting for about 25% of the total subsidence. Finally, no clear correlation has been observed between the subsidence rates and the increase of the load on the land surface connected to the impressive urban development. This study represents a first step toward the development of a physically-based model of the subsidence occurrence to be used for planning remediation strategies in the northern Beijing plain.
Highlights Land subsidence up to 52mm/yr was monitored by PSI in northern Beijing. PSI solution was calibrated/validated by extensometers and leveling surveys. Land subsidence is highly variable. Groundwater drawdown and geological structure control the subsidence values. No clear correlation exists between the urban development and subsidence rates.
Land subsidence due to groundwater withdrawal in the northern Beijing plain, China
Zhu, Lin (author) / Gong, Huili (author) / Li, Xiaojuan (author) / Wang, Rong (author) / Chen, Beibei (author) / Dai, Zhenxue (author) / Teatini, Pietro (author)
Engineering Geology ; 193 ; 243-255
2015-04-26
13 pages
Article (Journal)
Electronic Resource
English
Land subsidence due to groundwater withdrawal in the northern Beijing plain, China
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