A Numerical Model for Caprock Analysis for Subsurface Gas Storage Applications

Authors

  • M. Rajabi Faculty of Mining and Metallurgical Engineering, Amirkabir University of Technology, Tehran, Iran
  • H. Salari Rad Faculty of Mining and Metallurgical Engineering, Amirkabir University of Technology, Tehran, Iran
  • M. S. Masoudian Nottingham Centre for Geomechanics, University of Nottingham, United Kingdom
Volume: 8 | Issue: 1 | Pages: 2438-2446 | February 2018 | https://doi.org/10.48084/etasr.1555

Abstract

In considering a site for gas storage, it will be important to evaluate the effects of gas storage on the formation, so as to minimize the risk of a breach occurring in the system. Gas injection will result in an increase in formation fluid pressure, especially around the injection source, which in turn results in redistribution of the stress field. The induced deformations within the reservoir can potentially result in a damage zone within the caprock formation. This mechanical failure may involve shear along many of the existing fractures or creation of new fractures that reduce the sealing properties of the caprock system. The main objective of this paper is to develop a model to estimate the growth and extension of cracks in the caprock. In order to achieve this, the smeared crack approach is used to model the process of cracking in the caprock. Smeared cracking is a continuum approach for damage mechanics which is based on the idea that a crack is modeled by modifying the strength and stiffness of the material. The main model presented in this paper has three sub-models, which are the reservoir model, the caprock model and the smeared crack model. The reservoir model is a simplified coupled hydro-mechanical model that numerically simulates the radial fluid flow and analytically estimates the associated stress and strain within the reservoir. The results of the reservoir model are used as boundary conditions for the caprock model that estimates the stress and strain within the sealing caprock due to the deformation of the reservoir. Using the calculated stress and strain, the smeared crack model predicts the growth and extension of cracks within the caprock. The caprock is assumed to be initially crack free and impermeable. The developed model is then used to study the Yort-e-shah aquifer caprock in Iran to predict the growth and extension of cracks.

Keywords:

caprock integrity, smeared crack, reservoir geomechanic, Yort-e-shah aquifer

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[1]
M. Rajabi, H. Salari Rad, and M. S. Masoudian, “A Numerical Model for Caprock Analysis for Subsurface Gas Storage Applications”, Eng. Technol. Appl. Sci. Res., vol. 8, no. 1, pp. 2438–2446, Feb. 2018.

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