2009
DOI: 10.1137/070686081
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DG Approximation of Coupled Navier–Stokes and Darcy Equations by Beaver–Joseph–Saffman Interface Condition

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Cited by 222 publications
(163 citation statements)
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“…The first equation in (4) corresponds to the balance of normal forces [19,31,39], whereas the second one is known as the Beavers-Joseph-Saffman law, which establishes that the slip velocity along Σ is proportional to the shear stress along Σ (assuming also, based on experimental evidence, that u D · t is negligible). We refer to [8,35,45] for further details on this interface condition.…”
Section: Statement Of the Model Problemmentioning
confidence: 99%
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“…The first equation in (4) corresponds to the balance of normal forces [19,31,39], whereas the second one is known as the Beavers-Joseph-Saffman law, which establishes that the slip velocity along Σ is proportional to the shear stress along Σ (assuming also, based on experimental evidence, that u D · t is negligible). We refer to [8,35,45] for further details on this interface condition.…”
Section: Statement Of the Model Problemmentioning
confidence: 99%
“…Up to the authors' knowledge, the first works in developing numerical methods for the Navier-Stokes/Darcy coupled problem are [31] and [6]. In [31] the authors introduce and analyze a DG discretization for the nonlinear coupled problem considering the usual nonsymmetric interior penalty Galerkin (NIPG), symmetric interior penalty Galerkin (SIPG), and incomplete interior penalty Galerkin (IIPG) bilinear forms for the discretization of the Laplacian in both media and the upwind Lesaint-Raviart discretization of the convective term in the free fluid domain. In [6] the authors extend the approach in [20] (see also [18]) and introduce an iterative subdomain method employing the velocity-pressure formulation for the Navier-Stokes equation and the primal one for the Darcy equation.…”
Section: Introductionmentioning
confidence: 99%
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“…A weak solution for the coupled problem is analyzed and is approximated by totally discontinuous elements in [12]. In [13] the coupling of the Navier-Stokes equation with nonhomogeneous boundary conditions is analyzed by using an implicit function theorem.…”
Section: Introductionmentioning
confidence: 99%
“…We recall that the trace operator: v → v.n is continuous from H(div, Ω) to H − 1 2 (∂Ω) and the jump (v | Ω1 −v | Ω2 ).n vanishes on Γ 12 . To make precise the sense of the operator, γ t we recall that it is the trace operator and the tangential trace operator on ∂Ω, defined by γ t (w) = w × n in dimention n = 2 and n = 3 respectively.…”
Section: Introductionmentioning
confidence: 99%