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Diffuse interface models in fluid mechanics

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elevant. This means that all the physical processes of <strong>in</strong>terest occur at the scale of the <strong>in</strong>clusion(bubble or droplet) and not of the <strong><strong>in</strong>terface</strong> structure. Thus, there is a clear and justified scaleseparation. Now, us<strong>in</strong>g a mesh ref<strong>in</strong>ement technique for these problems means that a complexnumerical technique is used to capture phenomena of no physical <strong>in</strong>terest that have been <strong>in</strong>troducedto simplify the numerical implementation. Thus, seek<strong>in</strong>g for a way to use diffuse <strong><strong>in</strong>terface</strong><strong>models</strong> with an artificial <strong><strong>in</strong>terface</strong> thickness appears as the most relevant solution.4.2 Necessary modification of the diffuse <strong><strong>in</strong>terface</strong> <strong>models</strong>In the previous section we showed that, for many problems where the relevant scale is the radiusof an <strong>in</strong>clusion, the scale separation with the <strong><strong>in</strong>terface</strong> thickness is justified. In this case, it isalmost impossible to use physical diffuse <strong><strong>in</strong>terface</strong> <strong>models</strong> on a regular mesh: much too manymesh po<strong>in</strong>ts would be necessary only to capture the <strong>in</strong>terfacial zones. Therefore, the typical sizeof the <strong><strong>in</strong>terface</strong>s has to be adapted so that a reasonnable mesh can be used. In this case, the meshis more or less given, and therefore ∆x is given. Thus, the <strong><strong>in</strong>terface</strong> thickness h must be adaptedso that the <strong><strong>in</strong>terface</strong> structure can be captured by the mesh. The <strong><strong>in</strong>terface</strong> thickness h shouldtherefore be a free parameter whose value can be chosen arbitrarily. In the subsequent sections,we study if and how this is possible. We beg<strong>in</strong> with the van der Waals model and then we studythe Cahn-Hilliard model.4.3 Liquid-vapor flows with phase-change4.3.1 Modification of the parametersIn section 2.1.2, we showed that, with the van der Waals model, the <strong><strong>in</strong>terface</strong> thickness is givenby√1 λh =(73)ρ l − ρ v 2 Awhere λ is the capillary coefficient and A is a coefficient that characterizes the function W (ρ) andtherefore the free energy of the <strong>fluid</strong> F (ρ) (see equation (25)).The goal is that h can be chosen arbitrarily. Now, the <strong><strong>in</strong>terface</strong> thickness is a consequence ofthe diffuse <strong><strong>in</strong>terface</strong> model; it is not a primary parameter of the model but rather a secondaryparameter. The primary parameters of the model are ρ l , ρ v , λ and A. Therefore, these are theparameters on which one might have a degree of freedom to fix the value of h arbitrarily. Amongthe primary parameters, λ is the only “non-classical” parameter: all the others are <strong>in</strong>volved <strong>in</strong>the properties of the bulk phases. In particular, the parameter A is characteristic not only of thethermodynamic behavior of the <strong>fluid</strong> with<strong>in</strong> the <strong><strong>in</strong>terface</strong> but also with<strong>in</strong> the bulk phases: thefunction F 0 (ρ) (<strong>in</strong> which the parameter A appears) is valid for any value of ρ and <strong>in</strong> particular forthe values of ρ reached with<strong>in</strong> the bulk phases. In particular, it can be shown that the isothermalcompressibility of the bulk phases at saturation are given by( ) ∂P= 2 A ρ v (ρ l − ρ v ) 2 (74)∂ρv( ) ∂P= 2 A ρ l (ρ l − ρ v ) 2 (75)∂ρlThus, the only parameter clearly associated to the <strong><strong>in</strong>terface</strong> is λ and it appears as the mostobvious parameter that can be modified to <strong>in</strong>crease the <strong><strong>in</strong>terface</strong> thickness. Equation (73) showsthat λ should be <strong>in</strong>creased to <strong>in</strong>crease h.Now, we have also shown that the expression for the surface tension is the follow<strong>in</strong>g:σ = (ρ l − ρ v ) 36√2 A λ (76)29

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