4.7 Article

Phase-field modeling of proppant-filled fractures in a poroelastic medium

期刊

出版社

ELSEVIER SCIENCE SA
DOI: 10.1016/j.cma.2016.02.008

关键词

Phase field fracture; Hydraulic fracturing; Proppant transport; Quasi-Newtonian flow model

资金

  1. Department of Energy National Energy Technology Laboratory [DE-FE0023314]
  2. Aramco [UTA 11-000320]
  3. Statoil [STNO-4502931834]
  4. Austrian Academy of Sciences
  5. Institute for Computational Engineering and Sciences JT Oden fellowship
  6. Center for Subsurface Modeling at UT Austin
  7. Div Of Information & Intelligent Systems
  8. Direct For Computer & Info Scie & Enginr [1546251, 1546145, 1546553] Funding Source: National Science Foundation

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In this paper we present a phase field model for proppant-filled fractures in a poroelastic medium. The formulation of the coupled system involves four unknowns: displacements, phase field, pressure, and proppant concentration. The two-field displacement phase-field system is solved fully-coupled and accounts for crack irreversibility. This solution is then coupled to the pressure equation via a fixed-stress iteration. The pressure is obtained by using a diffraction equation where the phase-field variable serves as an indicator function that distinguishes between the fracture and the reservoir. The transport of the proppant in the fracture is modeled by using a power-law fluid system. The numerical discretization in space is based on Galerkin finite elements for displacements and phase-field, and an enriched Galerkin method is applied for the pressure equation in order to obtain local mass conservation. The concentration is solved with cell-centered finite elements. Nonlinear equations are treated with Newton's method. Our developments are substantiated with several numerical examples in two and three dimensions. (C) 2016 Elsevier B.V. All rights reserved.

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