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Proceedings of the International Association of Hydrological Sciences An open-access publication for refereed proceedings in hydrology
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Land subsidence occurs due to different factors such as earth quakes, mining activities, and gas, oil and water withdrawal. This research presents a numerical study of the influence of land subsidence caused by a single water extraction well and rapid water infiltration into structural soil discontinuities. The numerical simulation of the infiltration was based on a two-phase flow-model for porous media, and for the deformation a Mohr-Coulomb model was used.
Articles | Volume 372
Proc. IAHS, 372, 33–38, 2015
https://doi.org/10.5194/piahs-372-33-2015
Proc. IAHS, 372, 33–38, 2015
https://doi.org/10.5194/piahs-372-33-2015

  12 Nov 2015

12 Nov 2015

Land subsidence caused by a single water extraction well and rapid water infiltration

I. Martinez-Noguez and R. Hinkelmann

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Cited articles

Brooks, R. H. and Corey, A. T.: Hydraulic properties of porous media, in: Hydrology papers, Vol. 3, Colorado State University, Fort Collins, CO, 1964.
Carreón-Freyre, D., Cerca, M., Luna-González, L., and Gámez-González F. J.: Influencia de la estratigrafía y estructura geológica en el flujo de agua subterránea del Valle de Querétaro, Revista Mexicana de Ciencias Geológicas, 22, 1–18, 2005.
Hinkelmann, R.: Efficient numerical methods and information processing techniques for modeling hydro-and environmental systems, in: Lecture Notes in Applied and Computational Mechanics, Vol. 21, Springer, Berlin, Heidelberg, 2005.
Martinez, I., Hinkelmann, R., and Savidis, S.: Fast water infiltration: a mechanism for fracture formation during land subsidence, Hydrogeol. J., 21, 761–771, https://doi.org/10.1007/s10040-013-0971-6, 2013.
Pacheco, J.: Modelo de subsidencia del Valle de Querétaro y predicción de agrietamientos superficiales, PhD thesis, UNAM Mexico, 2007.
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Short summary
Land subsidence occurs due to different factors such as earth quakes, mining activities, and gas, oil and water withdrawal. This research presents a numerical study of the influence of land subsidence caused by a single water extraction well and rapid water infiltration into structural soil discontinuities. The numerical simulation of the infiltration was based on a two-phase flow-model for porous media, and for the deformation a Mohr-Coulomb model was used.
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