2017
DOI: 10.3233/asy-171436
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Homogenization of evolutionary Stokes–Cahn–Hilliard equations for two-phase porous media flow

Abstract: We consider homogenization of a phase-field model for two-phase immiscible, incompressible porous media flow with surface tension effects. The pore-scale model consists of a strongly coupled system of time-dependent Stokes-Cahn-Hilliard equations. In the considered model the fluids are separated by an evolving diffuse interface of a finite width, which is assumed to be independent of the scale parameter ε. We obtain upscaled equations for the considered model by a rigorous two-scale convergence approach.

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Cited by 9 publications
(23 citation statements)
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“…The terms containing ε are bounded and the limits converge to 0. Hence, we get =⇒ µ We follow the existence of a pressure P 1 ∈ L ∞ (S; L 2 0 (Ω; L 2 # (Y p ))) and two-scale convergence results as in [7] for the last step of our proof. (5.23)…”
Section: 7)mentioning
confidence: 89%
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“…The terms containing ε are bounded and the limits converge to 0. Hence, we get =⇒ µ We follow the existence of a pressure P 1 ∈ L ∞ (S; L 2 0 (Ω; L 2 # (Y p ))) and two-scale convergence results as in [7] for the last step of our proof. (5.23)…”
Section: 7)mentioning
confidence: 89%
“…) n and ξ ∈ C ∞ 0 (S) and proceed as in [7]. Then, using lemma (5.1) and lemma (5.2) we obtain for ε → 0 Next, we pass ε → 0 in the two-scale sense.…”
Section: 7)mentioning
confidence: 95%
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“…Equation (2.1c) ensures that the mass of both the water and air is conserved. The Cahn-Hilliard model has been used here as it has previously been homogenized allowing us to build on existing theory [8,[26][27][28]. Here we extend from the previous application to a fuel cell in [26,27] to consider fluid flow in soil.…”
Section: (A) the Pore Scale Modelmentioning
confidence: 99%