Articles | Volume 382
https://doi.org/10.5194/piahs-382-309-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
https://doi.org/10.5194/piahs-382-309-2020
© Author(s) 2020. This work is distributed under
the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Leaking recharge mechanism in the multi-layer aquifer system of a typical land subsidence area in Beijing
Kunchao Lei
CORRESPONDING AUTHOR
Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Fengshan Ma
Institute of Geology and Geophysics, Chinese Academy of Sciences, Beijing, 100029, China
Jiurong Liu
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Yong Luo
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Wenjun Cui
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Yi Zhou
Beijing Geology Prospecting and Developing Bureau, Beijing, 100195, China
He Liu
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Xinghui Wang
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Miaozhuang Tian
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
Long Zhao
Beijing Institute of Hydrogeology and Engineering Geology, Beijing, 100195, China
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The results of this study show that (1) since 2012, the proportion of shallow-layer (≤ 82 m) compression and settlement contribution has gradually decreased, while the proportion of deep-layer (> 82 m) compression has significantly increased; (2) during the deformation process of layered soil, the amount of compression is closely related to the change of groundwater level; and (3) the shallow, middle and deep strata show obvious viscoelastic–plastic deformation characteristics on the whole.
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The level morphological characteristics of ground fissures are influenced by the regional stress field. The morphology of ground fissures in Songzhuang were reshaped by the concentration of tensile stress and developed by the horizontal movement of a soil mass caused by groundwater overdraft. The Gaoliying ground fissures inherit the morphological characteristics of the Huangzhuang–Gaoliying fault, with differential settlement in a small area accelerating the development of Gaoliying fissures.
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This article established a groundwater–subsidence model in a typical land subsidence region and classified an early land subsidence warning zone based on the results from the model. If the pumping of groundwater from the second and fourth aquifers was reduced by 50 % and pumping from the third aquifer was reduced by 60 %, the early warning level for land subsidence would be greatly reduced and would meet the requirements for land subsidence control.
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The results indicated that The surface location of Gaoliying fissure is controlled by the underlying normal fault activity, and over pumping further exacerbates development of the ground fissure; when the groundwater level declines, obvious differential settlement occurs at both sides of the ground fissure. The fault activity contributes about 28-39 percent, and the groundwater contributes about 61-72 percent to the deformation of the ground fissure, respectively.
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Cited articles
Cai, X. M., Luan, Y. B., Guo, G. X., and Liang, Y. N.: 3D Quaternary geological structure of
Beijing plain, Geology in China, 36, 1021–1029, 2009.
Cao, W. B., Wang, L., Gong, J., Zeng, Y. J., and Wang, D. C.: Experimental research on
saturation characteristics of clay under variation in water levels,
Hydrogeology & Engineering Geology, 12, 101–106, 2006.
Guo, Y. H., Shen, Z. L., Zhong, Z., and Wang, D. S.: The property of deep-lying groundwater
resources in Hebei plain and its reasonable evaluation in view of land
subsidence, Earth Science-Journal of China University of Geosciences,
4, 415–420, 1995.
Jia, S. M., Wang, H. G., Zhao, S. S., and Luo, Y.: A tentative study of the mechanism of
land subsidence in Beijing, City Geology, 2, 20–26, 2007.
Niu, X. J.: Overflowing replenishment of confined aquifer in Tianjin urban
area, Site Investigation Science and Technology, 6, 3–8, 1987.
Sun, J.: Leakage and sticky soil storage related to the evaluation of deep
level pore water resource, Geology of Anhui, 3, 46–50, 1992.
Wu, Q., Xie, H. L., Zhao, Z. M., Li, J., and Jin, X. L.: Study on deformation mechanics of
aquitard, J. Univ. Sci. Technol. B.,
3, 207–210, 2006.
Zhang, A. J., Ye, C., Li, Y., Liu, Y., and Xie, Z. H.: Beijing Groundwater, China Land
Press, Beijing, 2008.
Zhang, S. X., Liu, Y. W., and Sheng, Y. R.: Mechanism analysis on water level of confined
well in groundwater overdrafting area, J. Seismol. Res.,
32, 339–344, 2009.
Zhang, Z. Y.: On the geological theoretical problems of surface suspended
rivers and the integrated hydrodynamic problems, Geological
Publishing House, Beijing, 1980.
Zhu, W. W.: The research on the hydraulic properties and compression properties
of leaky aquifer systems, Earth Science-Journal of China University of
Geosciences, 1, 95–104, 1991.