Analysis of the coupled Navier-Stokes/Biot problem
Aycil Cesmelioglu

TL;DR
This paper investigates a complex coupled fluid-structure interaction model involving Navier-Stokes and Biot equations, establishing mathematical existence, uniqueness, and stability results under small data conditions.
Contribution
It provides the first rigorous analysis of the fully dynamic coupled Navier-Stokes/Biot problem, including existence, uniqueness, and a priori estimates.
Findings
Existence and uniqueness of solutions under small data assumptions.
Derivation of a priori estimates for the coupled system.
Mathematical framework for analyzing fluid-poroelastic interactions.
Abstract
We analyze a weak formulation of the coupled problem defining the interac- tion between a free fluid and a poroelastic structure. The problem is fully dynamic and is governed by the time-dependent incompressible Navier-Stokes equations and the Biot equations. Under a small data assumption, existence and uniqueness results are proved and a priori estimates are provided.
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Taxonomy
TopicsAdvanced Mathematical Modeling in Engineering · Advanced Numerical Methods in Computational Mathematics · Navier-Stokes equation solutions
Analysis of the coupled Navier-Stokes/Biot problem
Aycil Cesmelioglu
Oakland University, Department of Mathematics and Statistics, 146 Library Drive, Rochester, MI 48309
Abstract
We analyze a weak formulation of the coupled problem defining the interaction between a free fluid and a poroelastic structure. The problem is fully dynamic and is governed by the time-dependent incompressible Navier-Stokes equations and the Biot equations. Under a small data assumption, existence and uniqueness results are proved and a priori estimates are provided.
keywords:
Navier-Stokes , Darcy , Biot , poroelastic , weak formulation , existence 35Q30 , 35Q35
1 Introduction.
We consider a fully dynamic model for the interaction of an incompressible Newtonian fluid with a poroelastic material where the boundary is assumed to be fixed. The fluid flow is governed by the time-dependent incompressible Navier-Stokes equations. For the poroelastic material we use the Biot system with appropriate flow and stress couplings on the interface between the fluid and the poroelastic regions. This problem is a fully dynamic coupled system of mixed hyperbolic-parabolic type and inherits all the difficulties mathematically and numerically involved in the standard fluid-structure interaction and Stokes/Navier-Stokes-Darcy coupling.
The literature is rich in works on related coupled problems and here we provide only a partial list of relevant publications. One related problem deals with the interaction of an incompressible fluid with a porous material and modeled by the coupling of the Stokes/Navier-Stokes equations to the Darcy equations. The steady-state case of this problem is analyzed mathematically in [20, 15, 2] and the time-dependent case in [13, 10, 11].
Another related problem is that of the fluid-structure interaction. The analysis of a weak solution for the time dependent coupling of the Stokes and the linear elasticity equations is discussed in [16] and for the flow of a coupling of time-dependent 2D incompressible NSE to the linearly viscoelastic or the linearly elastic Koiter shell in [27]. The two layered structure version of this problem is discussed in [28, 29].
In geosciences, aquifers and oil/gas reservoirs are porous and deformable affecting groundwater and oil/gas flow, respectively [25, 23, 18]. In biomedical sciences, blood flow is influenced by the porous and deformable nature of the arterial wall [3, 7, 8]. Therefore, mathematical models that are used to simulate these flow problems must account for both the effects of porosity and elasticity. The Navier-Stokes/Biot system is investigated numerically in [3] using a monolithic and a domain decomposition technique and the Stokes/Biot system is investigated in [9] using an operator splitting approach and in [12] using an optimization based decoupling strategy. In [31], variational formulations for the the Stokes/Biot system are developed using semi-group methods. Also a two-layered version was studied in [8].
In this paper, we focus on the coupling of the fully dynamic incompressible Navier-Stokes equations (for the free fluid) with the Biot system (for the poroelastic structure completely saturated with fluid). This coupled problem is the nonlinear version of the problem presented in [9, 12]. We construct a weak formulation and show the existence and uniqueness (local) of its solution under small data assumption. We note that this small data assumption is not needed if the fluid is represented by the linear Stokes equations rather than the Navier-Stokes equations and the result would also be global. We assume that the boundaries and the interface between the fluid and the poroelastic material are fixed. The proof proceeds by constructing a semi-discrete Galerkin approximations, obtaining the necessary a priori estimates, and passing to the limit. To the author’s knowledge, there is no such analysis for this fully dynamic nonlinear coupled system.
The outline of this paper is as follows: In Section 2, we introduce the equations governing the problem and appropriate interface, boundary and initial conditions. The next section is devoted to notation and some well-known results that are used in the forthcoming sections. Section 4 sets the assumptions on data, presents the weak formulation and shows that it is equivalent to the problem. Section 5 summarizes the main result of the paper. Section 6 contains the proof of the existence and uniqueness results and a priori estimates for the weak solution.
2 Fluid-poroelastic model equations
Let , be an open bounded domain with Lipschitz continuous boundary . The domain is made up of two regions , the fluid region, and , the poroelastic region, separated by a common interface . Both and are assumed to be Lipschitz. See Figure 1. The first region is occupied by a free fluid and has boundary such that , where and represent the inlet and outlet boundary, respectively. The second region is occupied by a saturated poroelastic structure with boundary such that , where represents the outer structure boundary.
Fluid flow is governed by the time-dependent incompressible Navier-Stokes equations:
[TABLE]
Here denotes the velocity vector of the fluid, the pressure of the fluid, the density of the fluid, the constant fluid viscosity, and the body force acting on the fluid. We used the dot above a symbol to denote the time derivative. The strain rate tensor is defined by:
[TABLE]
The Cauchy stress tensor is given by:
[TABLE]
So (1a) can also be written as
[TABLE]
Equation (1a) represents the conservation of linear momentum, while equation (1b) is the incompressibility condition that represents the conservation of mass.
The poroelastic system is a fully dynamic coupled system of mixed hyperbolic-parabolic type represented by the Biot model [5, 6]:
[TABLE]
where is the displacement of the structure, is the pore pressure of the fluid, and is the fluid velocity in the pores. Here, is the source/sink term and is the body force. The parameters and denote the Lamé constants for the solid skeleton. The density of the saturated medium is denoted by , and the hydraulic conductivity by . In the Biot model, the first equation, (3a), is the momentum equation for the balance of forces and the second equation, (3b), is the diffusion equation of fluid mass. The total stress tensor for the poroelastic structure is given by:
[TABLE]
where \mbox{\boldmath\sigma}_{p}^{E} is the elasticity stress tensor defined by \mbox{\boldmath\sigma}_{p}^{E}=2\mu_{s}{\mathbf{D}}(\mbox{\boldmath\eta})+\lambda_{s}(\nabla\cdot\mbox{\boldmath\eta}){\mathbf{I}}. Therefore, (3a) can also be written as
[TABLE]
The constrained specific storage coefficient is denoted by and the Biot-Willis constant by , the latter is usually close to unity. In the subsequent discussion, we assume that the motion of the structure is small enough so that the domain is fixed at its reference position. All the physical parameters are assumed to be constant in space and time. Next, we prescribe boundary, interface and initial conditions where and denote the outward unit normal vectors of and , respectively and is the unit normal vector of the interface pointing from to . Hence, . Furthermore , denotes an orthonormal set of unit vectors on the tangent plane to .
Boundary conditions:
Since the boundary conditions have no significant effect on the fluid poroelastic interaction, for simplicity they are chosen such that the normal fluid stress is prescribed on the inlet and outlet boundaries, the poroelastic structure is assumed to be fixed at the inlet and outlet boundaries and have zero tangential displacement on the external structure boundary, that is,
[TABLE]
Initial conditions:
As initial conditions, we assume that everything is at rest in the beginning.
[TABLE]
Interface conditions on :
The interface conditions are given by
[TABLE]
where denotes the resistance parameter in the tangential direction. Condition (6a) is the continuity of normal flux that satisfies mass conservation, condition (6b) is the balance of stresses, that is, the total stresses of the fluid and the poroelastic medium must match at the interface. Condition (6c) guarantees the balance of normal components of the stress in the fluid phase across the interface. Finally condition (6d) is the Beavers-Joseph-Saffman condition [4, 30, 22] which assumes that the tangential stress of the fluid is proportional to the slip rate. More details on the interface conditions can be found in [26, 31].
3 Notation and useful results.
Let , be a bounded, open connected domain with a Lipschitz continuous boundary . Let be the space of all infinitely differentiable functions with compact support in . For , denotes the standard Sobolev space of order equipped with its standard seminorm and norm . We denote the vector- and matrix-valued Sobolev spaces as follows:
[TABLE]
and still write and for the corresponding seminorms and norms. When , instead of and we write and and instead of and we write and . The scalar product of is denoted by . The spaces and are equipped with the graph norm. If , and , we define the extension of as on , on and define the space of traces of all functions of that vanish on as follows:
[TABLE]
We also define for any ,
[TABLE]
equipped with the norm
[TABLE]
for and
[TABLE]
Furthermore, denotes the set of all functions that are continuous into and finally we define
[TABLE]
3.0.1 Useful results.
Here we state inequalities and results to be used throughout the paper. More details can be found in [1, 17]. We define the following spaces for the weak solution:
[TABLE]
On these spaces, we have the following trace inequalities:
[TABLE]
the Poincaré inequalities:
[TABLE]
a Sobolev inequality:
[TABLE]
and finally a Korn’s inequality:
[TABLE]
where , , and are positive constants depending only on their corresponding domain.
Theorem 3.1** (Gronwall’s inequality in integral form).**
[21]** Let
[TABLE]
where is a continuous nonnegative function and are constants. Then
[TABLE]
The next theorem is a compactness result that provides a strong convergence result which is used to pass to the limit in the nonlinear terms of the Galerkin solution.
Theorem 3.2**.**
[32, Corollary 4]** Let and be Banach spaces such that where the imbedding of into is compact. Let be a bounded set in where and let the set be bounded in . Then is relatively compact in .
4 Weak Formulation.
In this section we derive the weak formulation of the problem. But first, we introduce additional notation and present assumptions on the problem data. We assume that is independent of time, uniformly bounded and positive definite. There exists such that
[TABLE]
Further, we assume that , , and . The weak formulation we propose for the problem is the following:
(WF1) Find , , \mbox{\boldmath\eta}\in W^{1,\infty}(0,T;{\mathbf{L}}^{2}(\Omega_{p}))\times H^{1}(0,T;{\mathbf{X}}_{p}) and where , such that for all , , \mbox{\boldmath\xi}\in{\mathbf{X}}_{p} and ,
[TABLE]
a.e. in , and
[TABLE]
The reason for looking for a solution in , may not seem obvious at this point, since typically the solutions are sought in where is an appropriate Sobolev space, but we will prove that such a solution exists.
4.1 Equivalence of the weak formulation (WF1).
The following proposition establishes the equivalence between the coupled problem and the weak formulation (WF1) proposed in the previous section.
Proposition 4.1**.**
Let the data satisfy the assumptions listed in the previous section. Then each solution such that , , \mbox{\boldmath\eta}\in W^{1,\infty}(0,T;{\mathbf{L}}^{2}(\Omega_{p}))\cap H^{1}(0,T;{\mathbf{X}}_{p}) and of the problem defined by (1a)-(1b), (3a)-(3b) and (4a)-(6d) is also a solution of the variational problem (WF1) and conversely.
Proof.
We first show sufficiency. To simplify the presentation, we included in A the justification of using Green’s formula in the following proof. Let ({\mathbf{u}}_{f},p_{f},\mbox{\boldmath\eta},p_{p}) be a solution of the coupled problem defined by (1a)-(1b), (3a)-(3b), (4a)-(6d) satisfying the regularity stated in the proposition. We multiply (1a) by . After integration by parts:
[TABLE]
Using (4a), (4b), on and on , we have
[TABLE]
Next we multiply (1b) by and integrate to get
[TABLE]
Multiplying (3a) by \mbox{\boldmath\xi}\in{\mathbf{X}}_{p} and integrating by parts yields:
[TABLE]
Observe that (4g) implies \mbox{\boldmath\sigma}_{p}{\mathbf{n}}_{p}=\mbox{\boldmath\sigma}_{p}^{E}{\mathbf{n}}_{p}=\Sigma_{l=1}^{d-1}({\mathbf{t}}_{p}^{l}\cdot\mbox{\boldmath\sigma}_{p}^{E}{\mathbf{n}}_{p})\cdot{\mathbf{t}}_{p}^{l} on . Then since {\mathbf{t}}_{p}^{l}\cdot\mbox{\boldmath\xi}=0 on , \mbox{\boldmath\xi}=0 on and on , we have
[TABLE]
Multiplying (3b) by and integrating over , we obtain
[TABLE]
Using (4d), on , and on , we have
[TABLE]
Next, we rewrite the interface integrals using the interface conditions (6a)-(6d). On , by (6c) and (6d), we have
[TABLE]
(Note here that since is symmetric, {\mathbf{t}}_{\Gamma}^{l}\cdot\mbox{\boldmath\sigma}_{f}{\mathbf{n}}_{\Gamma}={\mathbf{n}}_{\Gamma}\cdot\mbox{\boldmath\sigma}_{f}{\mathbf{t}}_{\Gamma}^{l}.) Adding (17), (18), (19) and (20) while using (21) for \langle\mbox{\boldmath\sigma}_{f}{\mathbf{n}}_{\Gamma},{\mathbf{v}}\rangle_{\Gamma_{I}}, (6a) for and (6b) and (21) for \langle\mbox{\boldmath\sigma}_{p}{\mathbf{n}}_{\Gamma},\mbox{\boldmath\xi}\rangle_{\Gamma_{I}} gives the weak formulation (WF1).
For the converse, let ({\mathbf{u}}_{f},p_{f},\mbox{\boldmath\eta},p_{p}) be a solution of (WF1). We pick first , and \mbox{\boldmath\xi}={\mathbf{0}}, second , and \mbox{\boldmath\xi}={\mathbf{0}} and last , and \mbox{\boldmath\xi}\in\mathbf{\mathcal{D}}(\Omega_{p}). This gives (1a) on and (3a) and (3b) on in the sense of distributions. Next we multiply (1a) with , (3a) with \mbox{\boldmath\xi}\in{\mathbf{X}}_{p} and (3b) with and apply Green’s formulas and add the outcomes to get
[TABLE]
Comparing this with (WF1) gives
[TABLE]
for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{X}}_{f}\times{\mathbf{X}}_{p}\times Q_{p}. If we let , \mbox{\boldmath\xi}={\mathbf{0}} in (22), we get
[TABLE]
The choice such that yields
[TABLE]
which implies the first condition of (4d). Using this in (23), we get
[TABLE]
which yields (6a). This reduces (22) to
[TABLE]
Now we let in (24). Then
[TABLE]
Since on , the choice \mbox{\boldmath\xi}\in{\mathbf{X}}_{p} such that \mbox{\boldmath\xi}={\mathbf{0}} on implies
[TABLE]
Therefore we recover in the sense of distributions the second condition in (4g). This also yields
[TABLE]
Therefore
[TABLE]
holds in the sense of distributions. This reduces (24) to
[TABLE]
Letting such that on gives
[TABLE]
Picking such that on implies (4a). If we plug this in the above equation we get 0=-\langle\mbox{\boldmath\sigma}_{f}{\mathbf{n}}_{f},{\mathbf{v}}\rangle_{\Gamma_{f}^{out}} concluding that \mbox{\boldmath\sigma}_{f}{\mathbf{n}}_{f}={\mathbf{0}} on in the distributional sense. This gives (4b) and also implies that
[TABLE]
Therefore
[TABLE]
This compared to (25) implies (6b) and also gives (6c) and (6d) after dotted with and , . ∎
5 Main results.
This section summarizes the main results of this paper. First, for the sake of simplicity, we define the following functions of time:
[TABLE]
where the constants are defined in Section 3.0.1 and is the continuity constant of the continuous lifting operator from . Observe that and depend only on the data of the problem. We now present out main existence and uniqueness result.
Theorem 5.1**.**
Assume that , , and and that the following small data condition holds:
[TABLE]
*Then, problem ***(WF1)**has a unique solution ({\mathbf{u}}_{f},p_{f},\mbox{\boldmath\eta},p_{p}) such that
[TABLE]
Furthermore,
[TABLE]
[TABLE]
and
[TABLE]
The constants used in the above estimates are defined in Section 3.0.1.
6 Proof of Theorem 5.1.
The proof consists of multiple steps. The main idea is to use Galerkin’s method on the divergence-free version of the weak problem (WF1) in which the fluid pressure is eliminated. We will first present the divergence-free formulation (WF2) and introduce its Galerkin approximation (GF). Next we prove that there exists a unique maximal Galerkin solution by writing (GF) as a system of first order equations and applying the theory of ordinary differential equations. However this existence result holds only on a finite subiniterval of . Demonstrating a priori bounds for the Galerkin solution guarantees the validity of this existence result on the entire interval and also allows us to pass to the limit. At the end of this process, we obtain a solution {\mathbf{u}}_{f},\mbox{\boldmath\eta} and of the divergence-free weak formulation. We conclude the proof using an inf-sup condition to recover the fluid pressure that was eliminated from the weak formulation, proving the equivalence of (WF2) and (WF1). This last step also provides a priori estimates for .
6.1 A divergence-free weak formulation.
For the analysis of the problem, we will focus on the following divergence free version of the formulation (WF1).
(WF2) Find , \mbox{\boldmath\eta}\in W^{1,\infty}(0,T;{\mathbf{L}}^{2}(\Omega_{p}))\times H^{1}(0,T;{\mathbf{X}}_{p}) and with
such that for all , \mbox{\boldmath\xi}\in{\mathbf{X}}_{p} and ,
[TABLE]
a.e. in , and
[TABLE]
Note that the unknown pressure is no longer in the weak formulation. Furthermore, it is obvious that any solution of (WF1) is a solution of (WF2). The converse will be proved in Section 6.6 using an inf-sup condition.
6.2 A semi-discrete Galerkin formulation of (WF2).
The existence result is proved by constructing a sequence of approximate problems and then passing to the limit, that is, using the Galerkin method. Separability of implies the existence of a basis \{({\mathbf{v}}_{i},\mbox{\boldmath\xi}_{i},r_{i})\}_{i\geq 0} consisting of smooth functions. We define
[TABLE]
and use the following Galerkin approximations for the unknowns {\mathbf{u}}_{f},\mbox{\boldmath\eta} and :
[TABLE]
Then, we can write the Galerkin approximation of the problem (WF2) as follows:
(GF) Find , \mbox{\boldmath\eta}_{m}\in\mathcal{C}^{2}(0,T;{\mathbf{X}}_{p}^{m}), such that
[TABLE]
for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{V}}_{f}^{m}\times{\mathbf{X}}_{p}^{m}\times Q_{p}^{m}, a.e. and
[TABLE]
Lemma 6.1**.**
For each positive integer , the formulation (GF) has a unique maximal solution ({\mathbf{u}}_{m},\mbox{\boldmath\eta}_{m},p_{m})\in\mathcal{C}^{1}(0,T_{m};{\mathbf{V}}_{f}^{m})\times\mathcal{C}^{2}(0,T_{m};{\mathbf{X}}_{p}^{m})\times\mathcal{C}^{1}(0,T_{m};Q_{p}^{m}) for some time where .
Proof.
Using the Galerkin expansions given in (32), the problem (GF) can be represented in matrix form. The following is a standard finite-dimensional argument which is basically defining the problem as a square first order system of ordinary differential equations (ODE) with an initial condition. For the integrals on the left hand side for , we define
[TABLE]
[TABLE]
[TABLE]
[TABLE]
[TABLE]
[TABLE]
And finally for the right hand side integrals we define
[TABLE]
The unknowns are \mbox{\boldmath\alpha}_{i}=\alpha_{i}(t), \mbox{\boldmath\beta}_{i}=\beta_{i}(t) and \mbox{\boldmath\gamma}_{i}=\gamma_{i}(t), and we define a vector that holds these unknowns and \mbox{\boldmath\theta}=\dot{\mbox{\boldmath\beta}} as follows :
[TABLE]
and set (\mathcal{N}({\mathbf{w}}))_{i}={\mathbf{N}}_{i}\mbox{\boldmath\alpha}\cdot\mbox{\boldmath\alpha}. With these definitions, is equivalent to finding \mbox{\boldmath\alpha},\mbox{\boldmath\beta},\mbox{\boldmath\gamma} such that
[TABLE]
where \mbox{\boldmath\alpha}(0),\mbox{\boldmath\beta}(0) and \mbox{\boldmath\gamma}(0) are given. We can rewrite this as a system of first order equations as follows:
[TABLE]
where
[TABLE]
and
[TABLE]
Since and are positive, and are symmetric positive definite implying that is invertible. This defines an autonomous ODE in such that
[TABLE]
The matrices are and the vectors have length . It is obvious that the function is continuous in time and locally Lipschitz continuous in . Then, it follows from the theory of ordinary differential equations [14] that there is a unique maximal solution in the interval for some such that such that each component of , i.e., each component of \mbox{\boldmath\alpha},\mbox{\boldmath\beta},\mbox{\boldmath\gamma} and \mbox{\boldmath\theta}=\dot{\mbox{\boldmath\beta}} belongs to ∎
We need a priori bounds on the Galerkin solution to conclude that . We discuss this next in Section 6.3.
Remark 6.2**.**
Note that if we consider the Stokes problem for the fluid part, so if there is no nonlinearity, an existence and uniqueness result will be global on .
6.3 A priori estimates for the Galerkin solution.
We begin by stating the main result of this section.
Theorem 6.3**.**
Suppose that , , and . In addition, assume that the small data condition (27) holds. Then, problem (GF) has a unique solution ({\mathbf{u}}_{m},\mbox{\boldmath\eta}_{m},p_{m})in the interval . Furthermore, it satisfies the following bounds:
[TABLE]
for all ,
[TABLE]
and
[TABLE]
Here and are defined in (26).
Remark 6.4**.**
These bounds imply that is bounded in , \{\mbox{\boldmath\eta}_{m}\} is bounded in , \ddot{\mbox{\boldmath\eta}}_{m} is bounded in and is bounded in .
In the next few sections, we verify the bounds (6.3), (35) and (36) in the interval which will then imply the global existence of the maximal solution ({\mathbf{u}}_{m},\mbox{\boldmath\eta}_{m},p_{m}) in the interval as stated in the theorem.
6.3.1 Proof of (6.3).
We let {\mathbf{v}}={\mathbf{u}}_{m},\mbox{\boldmath\xi}=\dot{\mbox{\boldmath\eta}}_{m}, in the Galerkin formulation (GF). Then the Cauch-Schwarz inequality, inequalities (7), (10), (12), (13), (14) and assumption (16) on imply (after neglecting the term which is nonnegative)
[TABLE]
Here the only problematic terms on the right hand side are and \|\dot{\mbox{\boldmath\eta}}_{m}\|_{\Omega_{p}}. The rest can easily be hidden in the left hand side. Observe that since and is continuous, there exists a time , such that
[TABLE]
In fact, this condition holds true on . For the sake of presentation, we postpone this proof to Section 6.3.2. Using this condition together with Young’s inequality with , we obtain
[TABLE]
for all . Picking , we get
[TABLE]
where is defined in (26). Integrating with respect to , due to (33), we get:
[TABLE]
So
[TABLE]
Therefore, since \mbox{\boldmath\eta}_{m}\in\mathcal{C}^{2}(0,T;{\mathbf{X}}_{p}^{m}), \|\dot{\mbox{\boldmath\eta}}_{m}(t)\|_{\Omega_{p}}^{2}\in\mathcal{C}^{1}(0,T) and applying Gronwall’s inequality (15) with \zeta(t)=\|\dot{\mbox{\boldmath\eta}}_{m}(t)\|_{\Omega_{p}}^{2}, and yields
[TABLE]
Plugging this in (39), we have
[TABLE]
or
[TABLE]
for all . After integrating with respect to and using (33) implies the bound (6.3).
6.3.2 Proof of (35) and (36).
Proof.
Recalling (38), assume for a contradiction that there exists such that
[TABLE]
Similar arguments leading to (42) and using Young’s inequality yield
[TABLE]
for all . To bound the first five terms we differentiate (GF) with respect to time. The specifics of this technique can be found in detail in [24].
[TABLE]
We let , and \mbox{\boldmath\xi}=\ddot{\mbox{\boldmath\eta}}_{m} in the above, use the Cauch-Schwarz inequality, assumption (44), inequalities (7), (10), (12), (13), (14) and assumption (16) on to get (neglecting the nonnegative term)
[TABLE]
[TABLE]
Picking , we obtain
[TABLE]
where is defined in (26). Now we need a bound for \ddot{\mbox{\boldmath\eta}}_{m}. Since by assumption \ddot{\mbox{\boldmath\eta}} is continuous, we can use Gronwall’s inequality (15) again. Integrating from 0 to for any and recalling (33) we obtain
[TABLE]
Now we need bounds for , \|\ddot{\mbox{\boldmath\eta}}_{m}(0)\|^{2}_{\Omega_{p}} and . For that purpose we let , and \mbox{\boldmath\xi}=\ddot{\mbox{\boldmath\eta}}_{m}(0) in (GF) at . Due to (33) this yields:
[TABLE]
Therefore,
[TABLE]
Now let {\mathbf{v}}=\mbox{\boldmath\eta}={\mathbf{0}} and and in (GF). Then by (33) we have
[TABLE]
Furthermore if we let \mbox{\boldmath\eta}={\mathbf{0}}, , and in (GF), we get
[TABLE]
We need a good bound for because otherwise cannot be hidden in the left hand side. Assuming , its extension by zero to is in Then we can use the continuous lifting operator with continuity constant . Since
[TABLE]
Then
[TABLE]
Plugging these in (47),
[TABLE]
where is defined in (26). If we neglect all terms other than the second one on the left hand side of the above equation we get
[TABLE]
Using Gronwall’s inequality (15) with , and \zeta(t)=\|\ddot{\mbox{\boldmath\eta}}_{m}(t)\|^{2}_{\Omega_{p}},
[TABLE]
Therefore, putting this in (46) we have
[TABLE]
Integrating from 0 to in and recalling the bounds (48), (49) and (50) we obtain
[TABLE]
which implies (36). Neglecting all terms on the left hand side other than the first we find
[TABLE]
To find a bound for in (45), we recall (37), use assumption (44) to get (43) for all . Neglecting the terms other than the ones with on the left hand side, we integrate (43) from 0 to where . Since the initial conditions are zero, we have
[TABLE]
Therefore using (53) and (54) in (45) we get
[TABLE]
for all . So if the data satisfy
[TABLE]
then we have
[TABLE]
for all which contradicts with the assumption. ∎
Remark 6.5**.**
Note that if , we immediately get rather than (50). In that case, it is not necessary to assume that .
6.4 Passing to the limit.
Since we established the boundedness of the Galerkin solution ({\mathbf{u}}_{m},\mbox{\boldmath\eta}_{m},p_{m}) that we stated in Remark 6.4, we can pass to the limit in (GF) to obtain a solution to (WF2). Reflexivity of , and and therefore of , and imply that there exists a subsequence of the Galerkin solution, still denoted by \{({\mathbf{u}}_{m},\mbox{\boldmath\eta}_{m},p_{m})\}_{m} such that
[TABLE]
where stands for weak convergence. Note that due to the continuity of the trace operator we also have
[TABLE]
We can pass to the limit in the linear terms with the convergence results above. However, the nonlinear term needs a stronger convergence result. To obtain such a result we recall that and that is compactly embedded in due to the Sobolev embedding theorem. Furthermore, Remark 6.4 implies that the subsequence is bounded in and is bounded in . Therefore, Theorem 3.2 implies that has a subsequence, still denoted the same, such that
[TABLE]
Fix an integer . We multiply (GF) by and integrate in time to obtain
[TABLE]
for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{V}}_{f}^{k}\times{\mathbf{X}}_{p}^{k}\times Q_{p}^{k}, . Letting we obtain
[TABLE]
for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{V}}_{f}^{k}\times{\mathbf{X}}_{p}^{k}\times Q_{p}^{k}. Since any element of can be approximated by elements of and is arbitrary, this also holds for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{V}}_{f}\times{\mathbf{X}}_{p}\times Q_{p} a.e. in . Therefore we recover the equation in (WF2).
Last, we check whether the initial conditions are satisfied. In (56) we let such that and and integrate the first and the eighth terms once and the fourth term twice with respect to time. Then we do the same in (55) and also take the limit as using the convergence properties established in the beginning of the proof and using (33). Comparing the resulting equations yield:
[TABLE]
for all {\mathbf{v}}\in{\mathbf{V}},\mbox{\boldmath\xi}\in{\mathbf{X}}_{p},r\in Q_{p}. Since and are arbitrary,
[TABLE]
for all {\mathbf{v}}\in{\mathbf{V}},\mbox{\boldmath\xi}\in{\mathbf{X}}_{p},r\in Q_{p}. This yields the initial conditions stated in (WF2). Finally passing to the limit in (6.3), (35) and (36), we obtain (28), (29) and (30).
6.5 Uniqueness.
For the Stokes flow, there is no issue of uniqueness. For the Navier-Stokes problem, we can only prove uniqueness for restricted solution.
Theorem 6.6** (Local uniqueness).**
Let ({\mathbf{u}}_{f},\mbox{\boldmath\eta},p_{p}) be a solution of (WF2). Then if
[TABLE]
then ({\mathbf{u}}_{f},\mbox{\boldmath\eta},p_{p}) is unique.
Proof.
Let ({\mathbf{u}}_{1},\mbox{\boldmath\eta}_{1},p_{1}) and ({\mathbf{u}}_{2},\mbox{\boldmath\eta}_{2},p_{2}) be two solutions of (WF2). Then , \mbox{\boldmath\theta}=\mbox{\boldmath\eta}_{1}-\mbox{\boldmath\eta}_{2} and satisfy:
[TABLE]
for all {\mathbf{v}},\mbox{\boldmath\xi},r. Let {\mathbf{v}}={\mathbf{w}},\mbox{\boldmath\xi}=\dot{\mbox{\boldmath\theta}},r=\phi where {\mathbf{w}}(0)={\mathbf{0}},\mbox{\boldmath\theta}(0)={\mathbf{0}},\dot{\mbox{\boldmath\theta}}(0)={\mathbf{0}},\phi(0)=0.
[TABLE]
Therefore,
[TABLE]
which implies using the initial conditions:
[TABLE]
This implies
[TABLE]
∎
6.6 Existence of a Navier-Stokes pressure.
Next we prove that from any solution of (WF2) we can recover a solution of (WF1). In fact, an inf-sup condition is sufficient to show the existence of a which was eliminated when we restricted the search space to . The following inf-sup condition holds [20, 11]: There exists a constant such that
[TABLE]
Note that we can replace the supremum above with the supremum over all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{X}}_{f}\times{\mathbf{X}}_{p}\times Q_{p}. In fact, the supremum is attained when \mbox{\boldmath\xi}={\mathbf{0}} and .
Lemma 6.7**.**
*If ({\mathbf{u}}_{f},\mbox{\boldmath\eta},p_{p}) is a solution of problem (WF2), then there exists a unique such that ({\mathbf{u}}_{f},p_{f},\mbox{\boldmath\eta},p_{p}) is a solution of problem *(WF1).
Proof.
Let’s define a mapping such that for all ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{X}}_{f}\times{\mathbf{X}}_{p}\times Q_{p}
[TABLE]
It is straightforward to see that is linear and continuous on for a.e. . Furthermore, \mathcal{F}({\mathbf{v}},\mbox{\boldmath\xi},r)=0 for any ({\mathbf{v}},\mbox{\boldmath\xi},r)\in{\mathbf{V}}_{f}\times{\mathbf{X}}_{f}\times Q_{p} for a.e. . Therefore, the theory of Babuska-Brezzi imply for a.e. that there exists a unique function such that
[TABLE]
that is, there is a unique such that ({\mathbf{u}}_{f},p_{f},\mbox{\boldmath\eta},p_{p}) is a solution of problem (WF1). Furthermore, letting , \mbox{\boldmath\xi}={\mathbf{0}} in (57) and using the inf-sup condition again we have
[TABLE]
a.e. in which implies the bound (5.1) on in Theorem 5.1. ∎
This concludes the proof of Theorem 5.1.
Appendix A The interface conditions.
In this section we prove that the interface conditions are meaningful for a solution of (1a), (1b), (3a) and (3b) and therefore justify the derivation of the weak formulation in the proof of Proposition 4.1.
Let us consider a solution of (1a), (1b), (3a) and (3b) such that , , \mbox{\boldmath\eta}\in H^{1}(0,T;{\mathbf{X}}_{p}) and with .
Interface conditions (6c) and (6d).
Since and is embedded continuously in , for , . Then Hölder’s inequality implies
[TABLE]
Therefore, . Then from (1a)
[TABLE]
Also
[TABLE]
Hence, each row of \mbox{\boldmath\sigma}_{f} belongs to . Since is dense in , the following Green’s formula hold:
[TABLE]
This allows \mbox{\boldmath\sigma}_{f}{\mathbf{n}}_{\Gamma} to be defined in a weak sense on . See also [11, p.541].
Next since , \dot{\mbox{\boldmath\eta}}\in L^{2}(0,T;{\mathbf{X}}_{p}) and we have (-p_{p}{\mathbf{n}}_{\Gamma}-\sum_{l=1}^{d-1}(\beta({\mathbf{u}}_{f}-\dot{\mbox{\boldmath\eta}})\cdot{\mathbf{t}}_{\Gamma}^{l}){\mathbf{t}}_{\Gamma}^{l})\Big{|}_{\Gamma_{I}}\in L^{2}(0,T;{\mathbf{L}}^{4}(\Gamma_{I})) where are the unit tangential vectors on . With these the interface conditions (6c) and (6d) make sense.
For the rest of the interface conditions we use a global space-time argument in , . We define new variables in by , and also define the cylindrical region .
Interface condition (6a).
Defining {\bf\Theta}=(-(s_{0}p_{p}+\alpha\nabla\cdot\mbox{\boldmath\eta}),{\mathbf{K}}\nabla p_{p}), the equation (3b) can be written as
[TABLE]
where .
Since and , we have . So is well-defined in . Therefore the following Green’s formula holds [19]:
[TABLE]
where outward unit normal to .
This allows the well-definition of in the weak sense on .
Interface condition (6b).
From the above discussion it is enough to check whether \mbox{\boldmath\sigma}_{p}{\mathbf{n}}_{\Gamma} is meaningful and we use a similar space-time argument. Defining {\bf\Sigma}=(-\rho_{s}\dot{\mbox{\boldmath\eta}},\mbox{\boldmath\sigma}_{p}), the equation (3a) can be written as
[TABLE]
Since and \mbox{\boldmath\Sigma}\in{\mathbf{L}}^{2}(\tilde{\Omega}_{p}) we have . Therefore the following Green’s formula holds [19]:
[TABLE]
This allows the well-definition of \mbox{\boldmath\sigma}_{p}{\mathbf{n}}_{\Gamma} in the weak sense on .
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The reference list from the paper itself. Each links out to its DOI / PubMed record.
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- 6Biot [1955] Biot, M. A., 1955. Theory of elasticity and consolidation for a porous anisotropic solid. J. Appl. Phys. 26, 182–185.
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