2019
DOI: 10.1016/j.cageo.2019.02.004
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TOUGH-UDEC: A simulator for coupled multiphase fluid flows, heat transfers and discontinuous deformations in fractured porous media

Abstract: A numerical simulator entitled TOUGH-UDEC is introduced for the analysis of coupled thermalhydraulic-mechanical processes in fractured porous media. Two existing well-established codes, TOUGH2 and UDEC, are coupled to model multiphase fluid flows, heat transfers, and discontinuous deformations in fractured porous media by means of discrete fracture representation. TOUGH2 is widely used for the modeling of heat transfers and multiphase multicomponent fluid flows, and UDEC is a well-known distinct element code f… Show more

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Cited by 32 publications
(8 citation statements)
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“…The combinations of space discretization methods have been developed and widely applied for modeling fracture processes in rock materials. The main types of hybrid models are the hybrid Finite Element Method-Discrete Element Method (FEM-DEM), the hybrid Finite Element Method-Boundary Element Method (FEM-BEM), the hybrid Finite Element-Meshfree Method-Finite Volume Method (FEMM-FVM), the hybrid Finite Volume Method-Discrete Element Method (FVM-DEM), and the hybrid Embedded Discrete Fracture Method-Extended Finite Element Method (XFEM-EDFM) models [31][32][33][34][35]. However, for complex large-scale 3D problems of arbitrary fracturing orientation, the computational efficiency for millions, even billions of elements and the computational accuracy of fracture geometry are challenging at this stage.…”
Section: Introductionmentioning
confidence: 99%
“…The combinations of space discretization methods have been developed and widely applied for modeling fracture processes in rock materials. The main types of hybrid models are the hybrid Finite Element Method-Discrete Element Method (FEM-DEM), the hybrid Finite Element Method-Boundary Element Method (FEM-BEM), the hybrid Finite Element-Meshfree Method-Finite Volume Method (FEMM-FVM), the hybrid Finite Volume Method-Discrete Element Method (FVM-DEM), and the hybrid Embedded Discrete Fracture Method-Extended Finite Element Method (XFEM-EDFM) models [31][32][33][34][35]. However, for complex large-scale 3D problems of arbitrary fracturing orientation, the computational efficiency for millions, even billions of elements and the computational accuracy of fracture geometry are challenging at this stage.…”
Section: Introductionmentioning
confidence: 99%
“…For example, sequential coupling solves for the hydraulic and geomechanical variables independently and in sequence. Notable examples are geomechanics models based on TOUGH (Transport Of Unsaturated Groundwater and Heat) (Pruess et al, 1999;Xu et al, 2006;Lei et al, 2015;Lee et al, 2019). These consist of different libraries to solve for coupled thermo-hydro-mechanical (THM) applications relying on the numerical capabilities provided by TOUGH.…”
Section: Introductionmentioning
confidence: 99%
“…For example, sequential coupling solves for the hydraulic and geomechanical variables independently and in sequence. Notable examples are geomechanics models based on TOUGH (Transport Of Unsaturated Groundwater and Heat) (Pruess et al, 1999;Xu et al, 2006;Lei et al, 2015;Lee et al, 2019). These consist of different libraries to solve for coupled thermo-hydro-mechanical (THM) applications relying on the numerical capabilities provided by TOUGH.…”
Section: Introductionmentioning
confidence: 99%