On the small rigid body limit in 3D incompressible flows
Jiao He (ICJ), Dragos Iftimie (ICJ)

TL;DR
This paper proves that as a small rigid body's size shrinks and its density increases, the coupled fluid-rigid body system's solution converges to the standard Navier-Stokes solution in an unbounded domain.
Contribution
It establishes the rigorous limit process for a shrinking, dense rigid body in a viscous incompressible fluid, connecting coupled and pure fluid models.
Findings
Solution converges to Navier-Stokes equations without rigid body
Rigorous mathematical proof of the small rigid body limit
Demonstrates the effect of vanishing size and increasing density
Abstract
We consider the evolution of a small rigid body in an incompressible viscous fluid filling the whole space. The motion of the fluid is modelled by the Navier-Stokes equations, whereas the motion of the rigid body is described by the conservation law of linear and angular momentum. Under the assumption that the diameter of the rigid body tends to zero and that the density of the rigid body goes to infinity, we prove that the solution of the fluid-rigid body system converges to a solution of the Navier-Stokes equations in the full space without rigid body.
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On the small rigid body limit in 3D incompressible flows
Jiao He
and
Dragoș Iftimie
Abstract.
We consider the evolution of a small rigid body in an incompressible viscous fluid filling the whole space . The motion of the fluid is modelled by the Navier-Stokes equations, whereas the motion of the rigid body is described by the conservation law of linear and angular momentum. Under the assumption that the diameter of the rigid body tends to zero and that the density of the rigid body goes to infinity, we prove that the solution of the fluid-rigid body system converges to a solution of the Navier-Stokes equations in the full space without rigid body.
1. Introduction and Statement of results
The motion of one or several rigid bodies in a liquid is a classical topic in fluid mechanics. We consider here the motion of an incompressible viscous fluid and a small smooth moving rigid body in the three-dimensional space. In this fluid-rigid body system, we will not take into account the gravity, and we suppose that the rigid body moves under the influence of the fluid. We study the asymptotic behavior of the fluid-rigid body system as the diameter of the rigid body tends to zero.
Assume that the whole three-dimensional space is occupied by an incompressible viscous fluid of viscosity and by a rigid body of size . At the initial time, the domain of the rigid body is a small non-empty smooth compact simply-connected subset of included in the ball and is the domain of the fluid. We also denote by the region occupied by the rigid body and by the region occupied by the viscous fluid at time .
In order to describe the motion of the rigid body, we need to specify its center of mass, that we denote by and a rotation matrix which describes how the body rotates compared to the initial position. In other words, we have that
[TABLE]
The velocity of the solid particle is given by
[TABLE]
where the superscript T denotes the transpose. Since , the matrix is skew-symmetric and can therefore be identified to a three-dimensional rotation vector :
[TABLE]
where denotes the standard cross product of vectors in . Therefore the velocity of the solid particle is given by
[TABLE]
We assume that the rigid body is homogeneous of density . We denote its total mass by so that where is the volume of the rigid body. We also introduce the matrix of inertia of the rigid body defined by
[TABLE]
(see [7]).
We assume that the fluid is governed by the classical Navier-Stokes equations with no-slip boundary conditions on the boundary of the rigid body, and the dynamics of the rigid body is described by the equations of the balance of linear and angular momentum. We suppose that the fluid is homogeneous of constant density to simplify the notations and we denote by the velocity of the fluid and by the pressure of the fluid. Moreover, we also denote by the stress tensor of the fluid
[TABLE]
where is identity matrix of order and is the deformation tensor
[TABLE]
With the notation introduced above, we have the following mathematical formulation for the fluid-rigid body system (see [4], [7] and [16]):
- •
Fluid equations:
[TABLE]
- •
Rigid body equations:
[TABLE]
- •
Boundary conditions:
[TABLE]
In the above system, we have denoted by the unit normal vector to pointing outside the fluid domain . The first line in (6) is the Dirichlet boundary condition: the fluid velocity and the solid velocity must agree on the boundary of the body.
The system (3)-(6) should be completed by some initial conditions. As mentioned at the beginning, we assume that the initial position of the center of mass of the rigid body is in the origin. We denote by the initial fluid velocity:
[TABLE]
The coupled system satisfies some energy estimates at least at the formal level. Taking the inner product of (3) with , integrating the result by parts and using the equations (4) and (5), we get the following energy estimate (see [7]):
[TABLE]
The sum of the first three terms on the left-hand side of (8) is called the kinetic energy of the system at time , while the forth term is called viscous dissipation. Obviously the initial kinetic energy is the right-hand side of (8).
Over the last few years, there were a lot of works dealing with the well-posedness of the fluid-rigid body system by using energy estimates. Both weak finite energy solutions (Leray solutions) and strong solutions were constructed. When the fluid is enclosed in a bounded region, the existence of solutions is proved under some constraints on the collisions between the rigid body and the boundary of the domain. When the domain of motion is the whole of there is of course no such constraint. We give some references below but we would like to say that this list is not exhaustive. The existence of weak Leray solutions have been proved in [2], [5], [7] and [16] (see also the references therein). We refer to [3], [4] and [6] for results about strong solutions. The vanishing viscosity limit was considered in [18]. Let us also mention that the case of the dimension two was also considered in the literature, see for example [4], [9], [15] and [19].
The initial conditions should satisfy the following compatibility conditions (see [4]):
[TABLE]
The second condition above is a weak version of the Dirichlet boundary condition in which only the normal components of the fluid velocity and of the solid velocity must agree on the boundary of the obstacle. This is in agreement with the usual theory of Leray solutions of the Navier-Stokes equations where the initial velocity is assumed to be only tangent to the boundary.
Before stating a result of existence of weak solutions for the motion of a rigid body in a fluid, let us introduce the global density and the global velocity, defined on the whole of . The fluid is homogeneous of constant density while the rigid body is of density , so we can define the global density as follows:
[TABLE]
where we denote denotes the characteristic function of the set . Moreover, recalling the formula for the velocity of the rigid body, see (1), one may define a global velocity by
[TABLE]
Clearly, by conditions (9), we know that
[TABLE]
Motivated by the energy estimates (8) and by the construction of and we introduce the following notion of weak solution (see [2], [5], [7] and [16]).
Definition 1**.**
A triplet is a weak Leray solution of (3)–(7), if
- •
* satisfying*
[TABLE]
[TABLE]
- •
* is divergence free in the whole of with in ;*
- •
* verifies the equation in the following sense:*
[TABLE]
for any test function , compactly supported in such that in .
One has the following result of existence of weak solutions of the initial-boundary value problem (3)–(7) in the sense defined above (see [2], [5], [7] and [16]).
Theorem 1**.**
Let be divergence free and such that in . Then, there exists at least one global weak solution of the initial-boundary value problem (3)–(7) in the sense of Definition 1. Moreover, satisfies the following energy estimate:
[TABLE]
We now let and wish to find the limit of the solution given in Theorem 1. Let us first review the literature available on related results.
In dimension two the literature is richer. Iftimie, Lopes Filho and Nussenzveig Lopes [11] proved convergence towards the Navier-Stokes equations in in the case when the rigid body does not move. Lacave [12] considered the case of a thin obstacle tending to a curve. Recently, Lacave and Takahashi [14] considered a small disk moving under the influence of a two-dimensional viscous incompressible fluid. Under the condition that the density of the solid is independent of and assuming that the initial data is sufficiently small, they used the decay estimates of the semigroup associated to the fluid-rigid body system to deduce the convergence towards the solution of the Navier-Stokes equations in . In [8], the authors extended the result of [14] to the case of arbitrary shape of the body and with no restriction on the size of the initial data but assuming that the density of the obstacle is large.
In dimension three, Iftimie and Kelliher [10] considered the case of a fixed obstacle and proved convergence towards the Navier-Stokes equations in . Lacave [13] considered more general shrinking obstacles (for instance shrinking to a curve) but still fixed. When the obstacle is moving with the fluid, the limit was considered in [17] in the case when the rigid body is a ball. Unfortunately, the elliptic estimates in that paper, see [17, Theorem 3.1], are not correct as was observed in [1, Subsection 2.1].
As far as we know, Theorem 2 below is the first result on the limit in dimension three for a moving obstacle. We will essentially show that if the density of the rigid body goes to infinity, then the energy estimates are sufficient to pass to the limit in the weak formulation by using a truncation procedure. We obtain then the convergence of the solutions constructed in Theorem 1 to a solution of the Navier-Stokes equations in under the assumption that the initial data is bounded in . We do not need to impose any small data condition or any restriction on the shape of the body.
Let us now state the main result of this paper.
Theorem 2**.**
Let be divergence free and such that in . We assume that
- •
;
- •
the mass of the rigid body satisfies that
[TABLE]
- •
* converges weakly in towards some .*
- •
* and are bounded uniformly in .*
Let be the global solution of the system (3)–(7) given by Theorem 1. Then there exists a subsequence of which converges
[TABLE]
towards a solution of the Navier-Stokes equations in in the sense of distributions with initial data .
Moreover, suppose in addition that converges strongly in to and that both and converge to 0 as . Then the limit solution satisfies the energy estimate
[TABLE]
Let us give a few remarks on the hypotheses of the Theorem above. First, if the rigid body shrinks isotropically to a point, then hypothesis (11) means that the density of the rigid body tends to infinity as . If the rigid body does not shrink isotropically to a point, then condition (11) is stronger than simply saying that the density of the rigid body goes to infinity. Indeed, since we have that so as .
Next, the weak convergence of in implies its boundedness in . Together with the hypothesis that and are bounded uniformly in this implies that the right-hand side of (8) is bounded. Then (10) implies that is bounded in and is bounded in . We observed above that so we can assume that . Then we have that (recall that in the fluid region and in the solid region) so is bounded in . We infer that
[TABLE]
and we will see that this is all we need to pass to the limit in our PDE. We require neither the Dirichlet boundary conditions nor the special form of inside the rigid body. All we need is the above boundedness and the fact that the Navier-Stokes equations are satisfied in the exterior of the ball . More precisely, we can prove the following more general statement.
Theorem 3**.**
Let be a divergence free vector field bounded independently of in
[TABLE]
We make the following assumptions:
- •
The vector field verifies the Navier-Stokes equations
[TABLE]
in the exterior of the ball with initial data in the following sense:
[TABLE]
for every test function \varphi\in W^{1,\infty}\bigl{(}\mathbb{R}_{+}\times\mathbb{R}^{3}\bigl{)} which is divergence free, compactly supported in and such that for all the function is smooth and compactly supported in the set .
- •
The initial data is divergence free, square integrable and converges weakly to some in .
- •
The center of the ball verifies and strongly in when .
Then there exists a subsequence of which converges weak in and weakly in to a solution of the Navier-Stokes equations in in the sense of distributions with initial data .
Moreover, if we assume in addition that converges strongly in to and that the following energy estimate holds true for
[TABLE]
as , then the limit solution satisfies the following energy estimate
[TABLE]
Let us observe that Theorem 2 follows from Theorem 3 applied for . Indeed, from (12) we have that is bounded in . Next we obviously have that verifies the Navier-Stokes equations in the exterior of the ball and so does . We observed that the right-hand side of (8) is bounded so is bounded. From (11) we infer that strongly in when . Then all the hypothesis of the first part of Theorem 3 is verified and the first part of Theorem 2 follows.
Let us now assume in addition the strong convergence of towards and let us prove (14). We have the strong convergence of to . Recalling that the matrix of inertia is non-negative we can ignore the second and the third terms in (8) to estimate
[TABLE]
By hypothesis so (14) follows.
The passing to the limit stated in Theorem 3 uses the boundedness of in the energy space and the construction of a cut-off supported in the exterior of the ball . We multiply (13) with the cut-off , and then pass to the limit by means of classical compactness methods. The main obstruction is that, when the rigid body moves under the influence of the fluid, not only the velocity depends on time, but also the cut-off function. Time derivative estimates for are not easy to obtain and, once obtained, it is not easy to pass to the limit in the term with the time derivative.
The paper is organized as follows. In Section 2, we introduce some notation and present some preliminary results. The construction of the cut-off near the rigid body is given in Section 3. We show the strong convergence by means of temporal estimates in Section 4 and pass to the limit to conclude our proof in Section 5.
2. Notation and Preliminary results
In this section, we will introduce some notations and preliminary results.
For a sufficiently regular vector field , we denote by the second order tensor field whose components are given by , and by the symmetric part of (see (2)). The double dot product of two matrices and denotes the quantity .
For function spaces, we shall use standard notations and to denote the usual Lebesgue and Sobolev spaces. denotes the set of bounded functions whose first derivatives are bounded functions. We add subscripts [math] and to these spaces to specify that their elements are compactly supported and divergence free, respectively. For instance, the notation defines the space of smooth, compactly supported and divergence free vector fields on .
In addition, unless we specify the domain, all function spaces and norms are considered to be taken on in the variable. For the variable, we use the notation and emphasize that the endpoint [math] belongs to . Throughout this article, we denote by a generic constant whose value can change from one line to another.
Let . The stream function of is defined by the following formula:
[TABLE]
where denotes the standard cross product of vectors in .
Because is divergence free, we have that and . Furthermore, is smooth, , and vanishes at infinity. Moreover, we have the following well-known estimate:
[TABLE]
In our case, in order to deal with the singularity in , we need to have a stream function vanishing in . The stream function defined above has no reason to vanish in , so we are led to introduce a modified stream function . We define
[TABLE]
Clearly . We collect in the following lemma some useful properties of the modified stream function.
Lemma 1**.**
Let and define the modified stream function as in (17). We have that:
- (i)
* and .* 2. (ii)
There exists a universal constant such that for all we have that
[TABLE]
for almost all .
Proof.
We observe first that . Moreover, and imply that . This proves part (i).
Next, to prove (ii) we use the mean value theorem to estimate
[TABLE]
where we used relation (16). This proves (18).
We recall now that is Lipschitz in time so it is almost everywhere differentiable in time. Let be a time where is differentiable. We write
[TABLE]
We can bound
[TABLE]
This completes the proof of the lemma. ∎
3. Cut-off near the rigid body
In this section, we will construct a cut-off near the rigid body, which will be used as a test function in the procedure of passing to the limit in Section 5.
Firstly, we construct a cut-off function near the ball . Let be a function such that
[TABLE]
The function is a cut-off function in the neighborhood of the unit ball . A cut-off in the neighborhood of the domain is the following function
[TABLE]
Notice that is a space-time function while the function only has a space variable. We state some properties of this new cut-off in the following lemma.
Lemma 2**.**
The cut-off function satisfies
- (i)
; 2. (ii)
* vanishes in the neighborhood of the ball ;* 3. (iii)
For any real number there exists a constant such that
[TABLE]
Proof.
Since is Lipschitz part (i) follows immediately. Part (ii) is also obvious. We prove now part (iii).
Clearly . Next
[TABLE]
Notice that and are bounded functions supported in the annulus . So
[TABLE]
This completes the proof of the lemma. ∎
Given a test function , we use the cutoff and the modified stream function defined in Section 2 (see relation (17)) to construct a new test function which vanishes in the neighborhood of the ball . We define
[TABLE]
We notice that this new test function depends on time even if is assumed to be constant in time. We state some properties of in the following lemma:
Lemma 3**.**
The test function has the following properties:
- (i)
* and vanishes in the neighborhood of ;* 2. (ii)
for all we have that strongly in as ; 3. (iii)
there exists a universal constant such that for all
[TABLE]
Proof.
The various norms used below are in the variable unless otherwise stated.
Clearly, and are in time and smooth in space, so has the same properties. The function is a curl so it is divergence free. Because vanishes in the neighborhood of , so is . The compact support in space follows immediately once we recall that and observe that
[TABLE]
Claim (i) is proved.
To prove (ii), we observe that and we estimate
[TABLE]
Taking the supremum on we infer that
[TABLE]
Next, by the Sobolev embedding and by Lemma 2 we estimate
[TABLE]
From relations (17) and (16) we get that
[TABLE]
From Lemma 1 we have that
[TABLE]
We conclude from the above relations that
[TABLE]
Taking the supremum on we deduce that
[TABLE]
We conclude form (21) and (22) that
[TABLE]
This proves (ii). To prove (iii) we simply bound
[TABLE]
This completes the proof of the lemma. ∎
4. Temporal estimate and strong convergence
The aim of this section is to derive a temporal estimate and to prove the strong convergence of some sub-sequence of in . We will prove the following result.
Proposition 1**.**
There exists a sub-sequence of which converges strongly in .
It suffices to prove that for any there exists a sub-sequence of which converges strongly in . A diagonal extraction then allows to choose the same subsequence for all times . We choose some finite time and for the rest of this section we assume that .
The main idea is to use the Arzelà–Ascoli theorem. Let be a test function which does not depend on the time. By the definition of the modified stream function, we observe that even if is constant in time, still depends on the time through . We construct a family of as in Section 3, so that is time-dependent and satisfies Lemma 3.
We first bound
[TABLE]
where we used Lemma 1 and Lemma 2. The boundedness of in implies that there exists a constant independent of and such that
[TABLE]
We infer that, for fixed and , the map
[TABLE]
is linear and continuous for the norm. Then, there exists some such that
[TABLE]
Moreover
[TABLE]
From Lemma 3 , we know that vanishes in the neighborhood of , so it is compactly supported in the exterior of this ball. Therefore it can be used as test function in (13). Multiplying (13) by and integrating in space and in time from to yields
[TABLE]
After integrating by parts in time the first term above and using the definition of , we obtain that
[TABLE]
To bound the second term in the right-hand side above, we recall that is bounded independently of in . Thus, by the Hölder inequality and by Lemma 3, we deduce that
[TABLE]
Next, we estimate the non-linear term in (24) by the Hölder inequality and by the Gagliardo-Nirenberg inequality ,
[TABLE]
It remains to estimate the term with the time-derivative. Notice that since does not depend on time, we have that . Several integrations by parts give us
[TABLE]
We estimate the two terms in the right-hand side of the equality above by using Lemmas 1 and 2 and recalling that is bounded in independently of :
[TABLE]
and
[TABLE]
where we used the Sobolev embedding .
Gathering the two estimates above, we infer that
[TABLE]
Putting together all the estimates above yields the following bound for :
[TABLE]
where the constant above depends on and .
By density of in , we then obtain that is equicontinuous in time with value in
[TABLE]
On the other hand, is also bounded in , see relation (23). So the compact embedding and the Arzelà-Ascoli theorem enable us to extract a subsequence of converging to some strongly in :
[TABLE]
We now use Lemmas 1 and 2 to estimate
[TABLE]
Using again the density of in , the above estimate implies that
[TABLE]
So in . In particular in . Recalling (25) and relabelling we infer that
[TABLE]
Let . We have the interpolation inequality
[TABLE]
so
[TABLE]
Given relation (26) and the boundedness of in we observe that the right-hand side above goes to 0 as . We deduce that
[TABLE]
The embedding completes the proof of Proposition 1.
5. Passing to the limit
In this section we are going to complete the proof of Theorem 3 by passing to the limit with compactness methods.
Let be finite and fixed. We will pass to the limit only on the time interval . A diagonal extraction allows us to find a subsequence which converges to the expected limit for all .
Thanks to the assumptions on , we know that
[TABLE]
This implies that there exists some and some sub-sequence of such that
[TABLE]
Moreover, using Proposition 1, we can further assume that
[TABLE]
The main goal of this Section is to prove that the limit is the solution of the Navier-Stokes equations in with initial data .
Let be a divergence-free vector field. We construct the family of vector fields as in Section 3 (see relation (20)). These vector fields are compactly supported in the exterior of the ball , so they can be used as test functions in (13). Multiplying (13) by and integrating in space and time yields
[TABLE]
We will pass to the limit in each of the term in the equation above. First, from Lemma 3, we have that
[TABLE]
We also know by hypothesis that converges weakly to in . We infer that
[TABLE]
Next, we also know from Lemma 3 that
[TABLE]
Recalling that weakly in , see relation (27), we deduce that
[TABLE]
We decompose the non-linear term in the left-hand of (28) as follows:
[TABLE]
To treat the first term on the right-hand side, we know that is compactly supported, that weakly in and that strongly in . These observations enable us to pass to the limit:
[TABLE]
For the second term, we make an integration by parts to get that
[TABLE]
By the Hölder inequality, the Gagliardo-Nirenberg inequality and the strong convergence of in stated in Lemma 3, we obtain that
[TABLE]
where we also used the boundedness of in .
Combining the relations above, we deduce that
[TABLE]
Now, it remains to pass to the limit in the first term on the left-hand side of (28). Integrating by parts twice allows us to decompose this term into three parts as follows:
[TABLE]
where we used the fact that (see Lemma 1).
We will treat the three terms in the right-hand side of the relation above. For the first term, we use the Hölder inequality twice, the definition of (see relation (19)) and Lemma 1 to bound
[TABLE]
where we used the hypothesis in when .
To bound the second term, we use again the Hölder inequality, Lemmas 1 and 2 and the hypothesis on :
[TABLE]
where we also used the Sobolev embedding .
For the third term, we shall write to get that
[TABLE]
Recalling that strongly in , we observe that the second term in the right-hand side of the equality above converges to [math]. We estimate the first term by the Hölder inequality and by Lemma 2
[TABLE]
We infer that
[TABLE]
which implies that
[TABLE]
Gathering (28), (29), (30), (31) and (32), we conclude that
[TABLE]
which is the weak formulation of the Navier-Stokes equations in . This completes the proof that is a solution of the Navier-Stokes equations in in the sense of distributions.
In order to complete the proof of Theorem 3, it remains to prove the energy inequality (15) under the additional assumption that converges strongly to in .
Let us observe first that . This follows from the fact that is a solution in the sense of distributions of the Navier-Stokes equations in . The argument is classical, but let us recall it for the benefit of the reader. We apply the Leray projector in to the Navier-Stokes equations verified by to obtain that
[TABLE]
Because we have that . We also have that , so . We infer that is Lipschitz in time with values in ; in particular it is strongly continuous in time with values in . This strong continuity in time together with the boundedness of the norm implies the weak continuity of in time with values in . In particular, we have that is well-defined and belongs to for all times (and not only for almost all times).
Let us observe now that for all we have that weakly in . Indeed, we know from relation (26) that strongly in , so for all test functions . The boundedness of in and the density of the test functions in imply that for all , that is weakly in .
Let us denote by the characteristic function of the set . We prove now that for all
[TABLE]
weakly in . Indeed, let . Then
[TABLE]
because is bounded and goes to 0 as .
We infer that
[TABLE]
By the weak lower semi-continuity of the norm we infer that
[TABLE]
Similarly, from the weak convergence
[TABLE]
we infer that
[TABLE]
so by lower semi-continuity
[TABLE]
We also observe at this point that the strong convergence of towards gives that
[TABLE]
Finally, taking the in (14) and using (33), (34) and (35) implies the required energy inequality (15). This completes the proof of Theorem 3.
Remark 1**.**
We end this paper with a final remark about the weak time continuity assumed in Theorem 3: . We know that so we made this hypothesis for the sake of simplicity, but it is in fact not necessary to make such an assumption. Indeed, we used it to make sense of the various terms of the form , see for instance on page 4. But the Navier-Stokes equation itself implies a time-continuity property allowing to make sense of such terms. More precisely, let us make a change of variables to go to a fixed domain. The vector field verifies the following PDE:
[TABLE]
where . Since we also have that . Recalling that is Lipschitz, we infer by classical estimates that . So, if we choose some and we multiply (36) by , the pressure goes away and we obtain that
[TABLE]
If we denote by the dual of for the norm, the relation above implies that
[TABLE]
so . In particular . We infer that is well-defined for all and . Going back to the original variables, we infer that if then is well-defined.
Acknowledgments
J.H. and D.I. have been partially funded by the ANR project Dyficolti ANR-13-BS01-0003-01. D.I. has been partially funded by the LABEX MILYON (ANR-10-LABX-0070) of Université de Lyon, within the program “Investissements d’Avenir” (ANR-11-IDEX-0007) operated by the French National Research Agency (ANR).
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