Modelling of coupled fluid‐mechanical problems in fractured geological media using enriched finite elements |
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Authors: | Jose Roberto Silvestre Euripedes do Amaral Vargas Jr. Luiz Eloy Vaz Antonio Claudio Soares |
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Affiliation: | 1. Department of Civil Engineering, Catholic University (PUC‐Rio), Gavea, Rio de Janeiro, Brazil;2. Department of Civil Engineering, Fluminense Federal University (UFF), S?o Domingos, Niteroi, Brazil;3. Petrobras Research Center (CENPES), Cidade Universitaria, Ilha do Fundao, Rio de Janeiro, Brazil |
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Abstract: | Geological environments, such as petroleum reservoirs, normally exhibit physical discontinuities, for example, fractures and faults. Because of the reduced thickness of these discontinuities, finite element formulations with strong discontinuity have been applied to the numerical modelling of geological environments. Until now, two relevant characteristics of petroleum reservoirs have not been addressed by these formulations. The first is the pore pressure jump in the direction normal to a discontinuity in a fluid‐mechanical coupling condition, which is present primarily in sealing faults owing to the contrast of permeability with the porous medium. The absence of this jump can affect the prediction of the deformability of a physical discontinuity. Furthermore, reservoir models frequently use coarse meshes. Thus, the method used to evaluate the pore pressure in the discontinuity may exhibit a strong dependence relative to the mesh refinement. Based on these characteristics, in this study, a formulation of an enriched finite element for application to coupled fluid‐mechanical problems with pre‐existing physical discontinuities saturated by a single fluid is presented. The formulation employs discontinuous interpolation functions and enables the reproduction of jumps of displacement and pore pressure associated with a discontinuity inside the element without the need to discretise it. An approximation to estimate the pore pressure in the discontinuity was developed, one which seeks to minimise the influence of refinement. The element's response is verified by comparison with a one‐dimensional analytical solution and simple examples that are simulated using commercial software. Copyright © 2015 John Wiley & Sons, Ltd. |
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Keywords: | fluid‐mechanical coupling fractured reservoir enriched finite element strong‐type discontinuity XFEM |
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