Abstract
We consider a well-known diffuse interface model for the study of the evolution of an incompressible binary fluid flow in a two or three-dimensional bounded domain. This model consists of a system of two evolution equations, namely, the incompressible Navier-Stokes equations for the average fluid velocity u coupled with a convective Cahn–Hilliard equation for an order parameter \(\phi \). The novelty is that the system is endowed with boundary conditions which account for a moving contact line slip velocity. The existence of a suitable global energy solution is proven and the convergence of any such solution to a single equilibrium is also established.
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Acknowledgments
M. Grasselli is a member of the Gruppo Nazionale per l’Analisi Matematica, la Probabilità e le loro Applicazioni (GNAMPA) of the Istituto Nazionale di Alta Matematica (INdAM). We also wish to acknowledge the reviewer whose comments and important remarks have improved the initial version of the article. We thank Hao Wu for pointing out a gap in a previous proof of Theorem 3.3.
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Appendix: Derivation of the model
Appendix: Derivation of the model
In this section, we briefly recall the physical derivation of the model (1.1)–(1.10) introduced in [58, 59]. To this end, we first consider the energy functional associated with the fluid motion
Here dS denotes the surface measure, while the integral over \(\Gamma \) accounts for fluid wall slip. Concerning the free energy functional stabilizing the interface separating the two fluids, we postulate
Note that only the case \(\gamma =0\) was considered in [59] (and any of its references). Here a boundary contribution has been added to \(\mathcal {F} \left( \phi \right) \) [cf. (1.4)] to account for possible fluid-solid interactions taking place at the boundary. Based on the definitions of the functionals above, a hydrodynamic model for the contact line motion can be derived as follows. Let us observe now that the incompressible Navier-Stokes Eqs. (1.1)–(1.2) is nothing but the momentum equation for the (average) velocity field u. The last term \(\mu \nabla \phi \) in (1.1) accounts for stress forces at the fluid-fluid interface [61], while Eq. (1.3) is a reformulation of mass conservation (see, for instance, [59]). In order to derive the boundary conditions (1.6 )–(1.8), we also need to introduce a further dissipative functional
in order to construct the total rate of energy dissipation, namely,
Observe that \(\partial _{t}^{\tau }\phi \) [see (8.3)] denotes the material time derivative of \(\phi \) at the solid surface \(\Gamma \), i.e.,
Note that the right-hand side of Eq. (8.4) consists of four quadratic terms corresponding to the four physically distinct sources of dissipation: the shear viscosity in the bulk, the fluid wall slipping, the bulk diffusion and the wall relaxation.
The total free energy \(\mathcal {F}_{tot}\left( \phi \right) \) rate change can be written as
where \(\mu \) is the chemical potential (1.6) and \(\mathcal {L}\) is defined in (1.9). Using the Cahn–Hilliard Eq. (1.3) and the fact that \(\partial _{n}\mu =0\) on \(\Gamma \times (0,\infty ),\) we obtain from (8.5)
On the other hand, the first law of thermodynamics requires
where E and W denote the entropy and work, respectively. Here T denotes temperature which is assumed to be uniform in the fluid. Note that the entropy part \(-T\partial S/\partial t\) must arise from the bulk diffusion and the wall relaxation, while the work rate \(\partial W/\partial t \) is due to the work done by the flow at the fluid–fluid interface. More precisely, we have
and
We can see from (8.7) that \(\mu \nabla \phi \) and \(\mathcal {L}\left( \phi \right) \nabla _{\tau }\phi \) are forces (stresses) exerted by the interface on the flow. In order to derive the correct boundary conditions for two-phase flows, one may employ Onsager’s variational principle of energy dissipation for incompressible single-phase flows (cf. [56, 57] ; see also [59, (3.1)–(3.5)]). Therefore, a hydrodynamic model for the contact-line motion for two-phase flows can be derived by minimizing
with respect to the rates \(\{u,\nabla \mu ,\partial _{t}^{\tau }\phi \}\) subject to the incompressibility condition (1.2) and (1.6)–(1.9) (see, for instance, [59, (3.28)–(3.32)]). It is worth mentioning that an important point of this derivation is that the uncompensated Young stress at the boundary \(\mathcal {L}\left( \phi \right) \nabla _{\tau }\phi \) must accompany, according to (8.7), the capillary force density in the bulk (i.e., the term \(\mu \nabla \phi \)), both being interfacial forces. Therefore, the term \(\mathcal {L}\left( \phi \right) \nabla _{\tau }\phi \) is simply an indicator of the fluid-fluid interfacial tension at the solid boundary \(\Gamma \).
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Gal, C.G., Grasselli, M. & Miranville, A. Cahn–Hilliard–Navier–Stokes systems with moving contact lines. Calc. Var. 55, 50 (2016). https://doi.org/10.1007/s00526-016-0992-9
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DOI: https://doi.org/10.1007/s00526-016-0992-9