Three-dimensional numerical modeling of land subsidence in Shanghai, China

Hydrogeology Journal

Volumn 24, Issue 3, 2016, Pages 695-709

  Ye, Shujun ^a   Luo, Yue ^a,b   Wu, Jichun ^a   Yan, Xuexin ^c   Wang, Hanmei ^c   Jiao, Xun ^c   Teatini, Pietro ^d  

^a NANJING UNIVERSITY   (China)

^b EAST CHINA UNIVERSITY OF TECHNOLOGY   (China)

^c Ministry of Natural Resources of the People's Republic of China   (China)

^d UNIVERSITY OF PADOVA   (Italy)

Author keywords

China; Geohazards; Groundwater recharge; Numerical modeling; Subsidence

Indexed keywords

AQUIFER; GEOLOGICAL HAZARD; GROUNDWATER FLOW; NUMERICAL MODEL; RECHARGE; SUBSIDENCE;

CHINA; SHANGHAI;

EID: 84959101186     PISSN: 14312174     EISSN: 14350157     Source Type: Journal    
DOI: 10.1007/s10040-016-1382-2     Document Type: Article

References (30)

1. Biot MA (1941) General theory of three-dimensional consolidation. J Appl Phys 12(2):155-164
2. Burbey TJ, Helm DC (1999) Modeling three-dimensional deformation in response to pumping of unconsolidated aquifers. Environ Eng Geosci 5(2):199-212
3. Comerlati A, Ferronato M, Gambolati G, Putti M, Teatini P (2004) Saving Venice by seawater. J Geophys Res 109, F03006. doi:10. 1029/2004JF000119
4. COMSOLMultiphysics 5.0 (2014) COMSOL Inc. http://cn.comsol.com/subsurface-flow-module. Accessed February 2016
5. Ferronato M, Gambolati G, Teatini P (2001) Ill-conditioning of finite element poroelasticity equations. Int J Solids Struct 38(34-35): 5995-6014
6. Ferronato M, Janna C, Pini G (2012) Parallel solution to ill-conditioned FE geomechanical problems. Int J Numer Anal Methods Geomech 36(4):422-437
7. Freeze RA, Cherry JA (1979) Groundwater. Prentice-Hall, Englewood Cliffs, NJ
8. Galloway DL, Burbey TJ (2011) Review: Regional land subsidence accompanying groundwater extraction. Hydrogeol J 19(8):1459-1486
9. Gambolati G, Freeze RA (1973) Mathematical simulation of the subsidence of Venice: 1, theory. Water Resour Res 9(3):721-733
10. Gambolati G, Teatini P, Baù D, Ferronato M (2000) The importance of poroelastic coupling in dynamically active aquifers of the Po River basin, Italy. Water Resour Res 36(9):2443-2459
11. Gambolati G, Ferronato M, Janna C (2011) Preconditioners in computational geomechanics: a survey. Int J Numer AnalMethods Geomech 35(9):980-996
12. Gu XY, Gong SL, Huang HC, Liu Y (1990) Quantitative study of land subsidence in Shanghai. Proc of the Sixth International Congress of IAEG, Amsterdam, August 1990, pp 1363-1370
13. Gu XY, Deng W, Xu DN, Liu Y (1993) Computation of land subsidence in Shanghai with secondary consolidation effect. Proc of the First International Conference on Soft Soil Engineering, Guangzhou, China, November 1993, pp 65-70
14. Helm DC (1994) Horizontal aquifer movement in a Theis-Thiem confined aquifer. Water Resour Res 30(4):953-964
15. Janna C, Ferronato M, Gambolati G (2010) A Block FSAI-ILU parallel preconditioner for symmetric positive definite linear systems. SIAM J Sci Comput 32:2468-2484
16. Li Q, Su H (1991) A study on three dimensional groundwater flow model in Shanghai. Shanghai Geol 39:28-37
17. Luo Y, Ye S, Wu J, et al (2016) A modified inverse procedure for calibrating parameters in land subsidence model and its field application in Shanghai, China. Hydrogeol J. doi:10.1007/s10040-016-1381-3
18. Shi X, Wu J, Ye S et al (2008) Regional land subsidence simulation in Su-Xi-Chang area and Shanghai City, China. Eng Geol 100:27-42
19. Teatini P, Ferronato M, Gambolati G, Gonella M (2006) Groundwater pumping and land subsidence in the Emilia-Romagna coastland, Italy: modeling the past occurrence and the future trend. Water Resour Res 42, W01406. doi:10.1029/2005WR004242
20. Teatini P, Ferronato M, Gambolati G, Baù D, Putti M (2010) Anthropogenic Venice uplift by seawater pumping into a heterogeneous aquifer system. Water Resour Res 46, W11547. doi:10.1029/2010WR009161
21. Teatini P, Castelletto N, Ferronato M, Gambolati G, Tosi L (2011) A new hydrogeologic model to predict anthropogenic uplift of Venice. Water Resour Res 47, W12507. doi:10.1029/2011WR010900
22. Verruijt A (1969) Elastic storage of aquifers. In: Wiest RJM (ed). Flow through porous media, Academic Press, New York, pp 331-376
23. Wang GY, You G, Shi B et al (2009) Earth fissures triggered by groundwater withdrawal and coupled by geological structures in Jiangsu Province, China. Environ Geol 57(5):1047-1054
24. Wu J, Shi X, Ye S et al (2010) Numerical simulation of viscoelastoplastic land subsidence due to groundwater overdrafting in Shanghai, China. J Hydrol Eng 15(3):223-236
25. Xue Y, Wu J, Zhang Y, Ye S et al (2008) Simulation of regional land subsidence in the southern Yangtze Delta. Sci China Ser D Earth Sci 51(6):808-825
26. Ye S (2004) Study on the regional land subsidence model and its application. PhD Thesis, Nanjing University, China
27. Ye S, Xue Y, Wu J, et al (2005) Study on the groundwater flow model for land subsidence modeling in Shanghai. Proc of the Seventh International Symposium on Land Subsidence, Shanghai, China, October 2005, pp 628-634
28. Ye S, Xue Y, Wu J et al (2011) Regional land subsidence model embodying complex deformation. P I Civil Eng-Wat M 164(WM10):519-531
29. Ye S, Xue Y, Wu J et al (2012) Modeling visco-elastic-plastic deformation of soil with Modified Merchant Model. Environ Earth Sci 66: 1497-1504
30. Zhang AG, Wei ZX (2002) Past, present and future research on land subsidence in Shanghai (in Chinese). Hydrogeol Eng Geol 33(5):72-75