2013
DOI: 10.1016/j.jcp.2013.06.012
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A fully-coupled upwind discontinuous Galerkin method for incompressible porous media flows: High-order computations of viscous fingering instabilities in complex geometry

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Cited by 21 publications
(19 citation statements)
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“…This is because, as opposed to the case of a stable physical system, in an unstable flow there is a natural tendency for slight differences and discrepancies between solutions to grow uncontrollably over time. Grid orientation effects can become more severe in multi-dimensional problems with large mobility ratios and heterogeneous coefficients, as discussed in [156,157,158,159,160,144].…”
Section: Grid Dependence and Grid Orientation Effects In Numerical Comentioning
confidence: 99%
“…This is because, as opposed to the case of a stable physical system, in an unstable flow there is a natural tendency for slight differences and discrepancies between solutions to grow uncontrollably over time. Grid orientation effects can become more severe in multi-dimensional problems with large mobility ratios and heterogeneous coefficients, as discussed in [156,157,158,159,160,144].…”
Section: Grid Dependence and Grid Orientation Effects In Numerical Comentioning
confidence: 99%
“…Many flavors of DG have been analyzed in terms of error estimates and convergence properties, and it is hard to do justice to the full scope of this work (the following papers provide an overview of pioneering and recents efforts in the analysis of DG methods: [28,29,30,31,32,33,34,35,36,37,38,39,40,41,42,43,44,45,46,47,48,49,50,51,52]).…”
Section: Introductionmentioning
confidence: 99%
“…The discrete form of the LBB condition provides the necessary and sufficient criterion for a stable finite element formulation. To satisfy this condition, several approaches including stabilized methods, 4,[31][32][33][34][35][36] discontinuous Galerkin, [37][38][39][40][41][42][43] special elements such as Taylor-Hood elements 44 or MINI elements, 45 and mixed finite elements 28,46,47 have been proposed in the literature. As discussed in Section 3.2, in a three-field finite element formulation for poroelasticity, the LBB condition must be satisfied in two limiting cases-undrained limit and rigid skeleton limit.…”
mentioning
confidence: 99%