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Diffuse interface models in fluid mechanics

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alance equation and a convection-diffusion-like equation for c (the Cahn-Hilliard equation). Anexample is given <strong>in</strong> figure 8. The system simulated is the impact of a heavier droplet on a solidgrid. This figure shows <strong>in</strong> particular that topological changes are automatically accounted for.Us<strong>in</strong>g standard second order schemes for the discretization <strong>in</strong> space, the <strong><strong>in</strong>terface</strong> is captured byabout 4 mesh cells. However, Jacqm<strong>in</strong> [1999] shows that it is possible to reduce it to about 2 byus<strong>in</strong>g a more complex scheme.Figure 8: Numerical simulation of the impact of a droplet on a grid us<strong>in</strong>g the Cahn-Hilliardmodel with a Bouss<strong>in</strong>esq approximation.Because of its simplicity, simulat<strong>in</strong>g three dimensional systems is particularly easy, even onparallel computers. An illustration of the complex three dimensional systems that can be simulatedis shown <strong>in</strong> figure 9.Figure 9: Numerical simulation of a complex Rayleigh-Taylor <strong>in</strong>stability <strong>in</strong> a I-shape reservoirus<strong>in</strong>g a Cahn-Hilliard diffuse <strong><strong>in</strong>terface</strong> model.3.3.2 F<strong>in</strong>ite density contrastThe case where the bulk phases have very different densities (for <strong>in</strong>stance air and water at roomtemperature ρ a ≃ 1 kg/m 3 and ρ w ≃ 1000 kg/m 3 ) is rather different. From a physical po<strong>in</strong>t of26

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