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Local well-posedness of perturbed Navier-Stokes system around Landau solutions

  • Received: 01 December 2020 Published: 22 February 2021
  • Primary: 35Q30; Secondary: 49K40

  • For the incompressible Navier-Stokes system, when initial data are uniformly locally square integral, the local existence of solutions has been obtained. In this paper, we consider perturbed system and show that perturbed solutions of Landau solutions to the Navier-Stokes system exist locally under Lquloc-perturbations, q2. Furthermore, when q3, the solution is well-posed. Precisely, we give the explicit formula of the pressure term.

    Citation: Jingjing Zhang, Ting Zhang. Local well-posedness of perturbed Navier-Stokes system around Landau solutions[J]. Electronic Research Archive, 2021, 29(4): 2719-2739. doi: 10.3934/era.2021010

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  • For the incompressible Navier-Stokes system, when initial data are uniformly locally square integral, the local existence of solutions has been obtained. In this paper, we consider perturbed system and show that perturbed solutions of Landau solutions to the Navier-Stokes system exist locally under Lquloc-perturbations, q2. Furthermore, when q3, the solution is well-posed. Precisely, we give the explicit formula of the pressure term.



    The initial value problem of the Navier-Stokes system is described as follows

    {utΔu+(u)u+p=f, xR3,t0,u=0,u(x,0)=u0(x), (1.1)

    where u=(u1,u2,u3) is the velocity and p is the pressure.

    It is well known that Leray [16] proved the global existence of weak solutions for divergence free initial data u0L2(R3) and f=0. The uniqueness and regularity for the solutions still remain open, see e.g. [14] and references therein. For well-posedness results to the Navier-Stokes system, Kato [9] proved the local well-posedness for the general initial data in Ln(Rn) and the global well-posedness for the small initial data in Ln(Rn). Giga and Miyakawa [3] and Taylor [22] gave the same result in certain Morrey spaces. In 2001, Koch and Tataru [11] proved the global well-posedness evolving from small initial data in the space BMO1, in which they need uL2loc(Rn×[0,)) in order to make sense of the system. Moreover, self-similar solutions uL3(R3), but belong to L2uloc(R3), see [2,24,26]. The definition of Lquloc will be given in (1.6) later.

    For the Navier-Stokes system with u0L2uloc, there are some results on uniformly locally square integrable solutions. Basson [1] described such solutions. Lemarié-Rieusset [14,15] gave the local existence of weak solution u for when u0L2uloc. Moreover, global weak solution exists for the decaying initial data u0E2={fL2uloc :lim|x0|fL2(B(x0,1))=0}. Kikuchi and Seregin's paper [10] extend above results which include forcing terms in the equations. Very recently, Kown and Tsai [12] generalizes the global existence with non-decaying initial data whose local oscillations decay.

    For the uniformly local-L3 integrable functions space L3uloc, Lemarié-Rieusset [14] gave the applications of the space L3uloc to the Navier-Stokes system. Hineman and Wang [6] obtained the local well-posedness of Nematic liquid crystal flow for any initial data (u0,d0) with small L3uloc-norm of (u0,d0).

    The stationary Navier-Stokes system in R3 has the form

    {Δv+(v)v+p=f,v=0. (1.2)

    When f=(b(c)δ0,0,0) with b(c)=8πc3(c21)(2+6c23c(c21)ln(c+1c1)) and δ0 Dirac measure, the following formulas

    v1c(x)=2c|x|22x1|x|+cx21|x|(c|x|x1)2, v2c(x)=2x2(cx1|x|)|x|(c|x|x1)2,v3c(x)=2x3(cx1|x|)|x|(c|x|x1)2, pc(x)=4cx1|x||x|(c|x|x1)2, (1.3)

    with |x|=x21+x22+x23 and constant |c|>1 are the distributional solutions to system (1.2) in R3. The explicit stationary solutions (1.3) were given by Landau [13]. These solutions (1.3) are called Landau solutions. Landau solutions are in L2uloc space. Tian and Xin [23] proved that all (1)homogeneous, axisymmetric nonzero solutions of system (1.2) in C2(R3{0}) are Landau solutions. ˇSverˊak [21] proved that Landau solutions are the only (1)homogeneous solutions in C2(R3{0}). More details can be seen in [13,17,18,19,20,23].

    We denote u(x,t) be the solution to the Navier-Stokes system (1.1) with the given external force f=(b(c)δ0,0,0) and initial data u0=vc+w0. By a direct calculation, functions w(x,t)=u(x,t)vc(x) and π(x)=p(x,t)pc(x) satisfy the following perturbed Navier-Stokes system

    {wtΔw+(w)w+(w)vc+(vc)w+π=0,w=0,w(x,0)=w0(x). (1.4)

    The explicit formula of π is as follows

    π=13|w|2+p.v.R3ijΓ(xy)wiwj(y)dy23vcw+2p.v.R3ijΓ(xy)wivcj(y)dy, (1.5)

    for which detailed calculation can be seen in Appendix.

    Karch and Pilarczyk [7] show that perturbed solutions of Landau solutions to the Navier-Stokes system exist globally under L2- perturbations. In 2017, Karch, Pilarczyk and Schonbek [8] generalized the work of [7]. They presented a new method to show the global existence for a large class of solutions including the Landau ones. Based on these results, we are inspired to study local well-posedness of weak solutions to the perturbed Navier-Stokes system (1.4) with initial data w0Lquloc(R3) in our work.

    First, we give some notations used in this paper. Ball B(x,r) is a ball in R3 centered at x with a radius r,

    B(x,r)=Br(x)={yR3:|yx|<r}.

    The spaces Lquloc, 1q, and Us,p(t0,t) for 1s,p and 0t0<t, defined by

    Lquloc={uL1loc(R3):uLquloc=supx0R3uLq(B1(x0))<+} (1.6)

    and

    Us,p(t0,t)={uL1loc(R3×(t0,t)):uUs,p(t0,t)=supx0R3uLs(t0,t;Lp(B1(x0)))<+}

    When t0=0, we simply use Us,pT=Us,p(0,T). Note that U,p(t0,t)=L(t0,t;Lpuloc ).

    Set L2 local energy space

    ET={uL2loc([0,T]×R3;R3):divu=0,uET<+}, (1.7)

    where

    uET:=uU,2T+uU2,2T. (1.8)

    The definition of Lq local energy solution, q2, is as follows

    Definition 1.1. (Lq local energy solution) Let w0Lquloc, divw0=0. A pair of functions (w,π) is a local energy solution to the perturbed Navier-Stokes system (1.4) with initial data w0 in R3×(0,T) for 0<T<, if the functions satisfy the following conditions:

    (1) wU,qT, (|w|q2)U2,2T and πLqloc([0,T);L2qq+1loc(R3));

    (2) (w,π) satisfies the perturbed Navier-Stokes system (1.4) in the sense of distributions;

    (3) the function tR3w(x,t)φ(x)dx is continuous on [0,T] for any compactly supported function φCc(R3). Furthermore, for any compact set KR3,

    w(,t)w0Lq(K)0, as t0+; (1.9)

    (4) (w,π) satisfies the following local energy inequality

    R3|w|2ξ(x,t)dx+2t0R3|w|2ξdxdst0R3(2vcw:wξ+(sξ+Δξ)|w|2+(|w|2+2π+2vcw)(w)ξ+|w|2vcξdxds, (1.10)

    for any t(0,T) and for all non-negative smooth functions ξCc((0,T)×R3);

    (5) For any x0R3, there exists a function cx0(t)Lq(0,T) such that

    π(x,t)=ˆπx0(x,t)+cx0(t), in Lqloc([0,T);L2qq+1(B(x0,32)), (1.11)

    where

    ˆπx0(x,t)=13|w(x,t)|2+p.v.B(x0,2)ijΓ(xy)wiwj(y)dy+p.v.B(x0,2)cij(Γ(xy)Γ(x0y))wiwj(y)dy23vcw(x,t)+2p.v.B(x0,2)ijΓ(xy)wivcj(y)dy+2p.v.B(x0,2)cij(Γ(xy)Γ(x0y))wivcj(y)dy (1.12)

    for Γ(x)=14π|x|.

    Our main result is as follows

    Theorem 1.2. There exist positive universal constants c3, ε1 and C with the following properties,

    (i) For every |c|c3, w0Lquloc, q2 with div w0=0, if

    Tε11+w02qLquloc, (1.13)

    there exists a Lq local energy solution (w,π) on R3×(0,T) to the perturbed Navier-Stokes system (1.4) with initial data w0, satisfying

    wU,qT+(|w|q2)2qU2,2TCw0Lquloc. (1.14)

    (ii) Furthermore, when q3, the solution is unique.

    Remark 1.1. From (2.38) and (3.54), we could see a more detailed dependence of c3.

    Scheme of the proof and organization of the paper. In Section 2, we give some results which will be used in the proof of Theorem 1.2. In Section 3, we prove Theorem 1.2 by classical approximation theory. In Appendix, we give the details to derive the integral formula of pressure π, i.e. (1.5).

    Let us complete this section by the notations that we shall use in this article.

    Notations.

    We denote p or Lp the norm of the Lebesgue space Lp(R3) with p[1,].

    We denote Lpt(Lqx) the norm of the Lebesgue space Lpt([0,);Lqx(R3)) with p,q[1,].

    We use the homogeneous Sobolev space ˙H1(R3)={uS(R3):uL2(R3)}.

    C0(R3) denotes the set of smooth and compactly supported functions.

    The ith coordinate (i=1,2,3) of a vector u will be denoted by ui. Set (,) be the L2(R3) inner product. We use notation A to denote , where is an absolute constant.

    We consider approximate solutions to the following localized-mollified system in

    (2.1)

    where the mollifier with positive Localization factor with

    (2.2)

    We will construct approximate solution directly in since has no decay. First, we give a property of Landau solution which can be obtained by direct calculation.

    Lemma 2.1. The explicit formula of is (1.3), we have

    (2.3)

    Then, we give a fundamental inequality with the singular weight in Sobolev spaces: the so-called Hardy inequality which go back to the pioneering work by G.H. Hardy [4,5].

    Lemma 2.2. For any in there holds

    (2.4)

    By the Duhamel principle, we can write the solution to system (2.1) into the following integral formulation

    (2.5)

    The following lemma give the construction of mild solution (see Chap. 5 in [25]) to system (2.1) in the space .

    Lemma 2.3. For each , and . If we can find a unique solution to the integral form of (2.1) such that

    (2.6)

    satisfying

    (2.7)

    where and are absolute constants.

    Proof. Set the map

    (2.8)

    We will do contraction mapping in the local energy space which is defined in (1.7). According to Lemma 2.4 in [12], for any , we have

    (2.9)

    for , and

    (2.10)

    for . Hence, by (2.8)-(2.10) and we obtain

    (2.11)

    Note that

    (2.12)

    and

    (2.13)

    We have

    (2.14)

    for some constants Hence, for any , there holds

    (2.15)

    By Picard contraction theorem and , if satisfies

    (2.16)

    there exists a fixed point of satisfying

    (2.17)

    We will give a uniform bound of on a uniform time in the following lemma

    Lemma 2.4. For each , let be the solution to system (2.1) on If and with div , there exists a small constant positive independent of and such that, if , then

    (2.18)

    where the constant is independent of and .

    Proof. Note that we can derive an integral formula of pressure similar to for which the detailed proof can be seen in Appendix

    (2.19)

    for For any fixed point we define on by

    (2.20)

    Therefore, depends only on and t. Hence, on . Hence, is another solution to system (2.1). We will replace by in the following procedure.

    Take with on and on Using as a text function in , we have

    (2.21)

    for any Then we have

    (2.22)

    By Hölder's inequality and , we obtain

    (2.23)

    and

    (2.24)

    By Hölder's inequality, we have

    (2.25)

    According to (2.20), we have

    (2.26)

    Moreover, by Calderon-Zygmund theorem, there holds

    (2.27)

    Since and we have

    (2.28)

    Hence,

    (2.29)

    where we take with . Therefore

    (2.30)

    for By interpolation and Young's inequality, we have

    (2.31)

    By Calderon-Zygmund theorem, there holds

    (2.32)

    Similar to (2.29), we have

    (2.33)

    Combining with (2.25) and (2.30)-(2.33), we obtain

    (2.34)

    Similar to (2.31), we have

    (2.35)

    For , we have

    (2.36)

    where the first inequality holds because of Hardy inequality and Hölder's inequality.

    Therefore, we obtain

    (2.37)

    where the last inequality holds because of the assumption that

    (2.38)

    Using the interpolation inequality and Young's inequality,

    (2.39)

    Combining with (2.37), we have

    (2.40)

    Hence, there exists a small constant such that, if exists on for , then we have

    (2.41)

    Combining with (2.40), we have (2.18).

    Then, we can obtain the following lemma easily. We omit the details.

    Lemma 2.5. The distribution solutions of (2.1) can be extended to the uniform time interval where is as in Lemma 2.4.

    First, when , we give the following existence result

    Proposition 3.1. Let and with div If

    (3.1)

    for some small positive constant independent of and , there exists a local energy solution on to the perturbed Navier-Stokes system (1.4) with initial data , satisfying

    (3.2)

    Proof of Proposition 3.1. Our method is inspired by Theorem 3.2 in [12]. We will prove our result in the following four steps.

    Step 1. Construct on

    Let be the solution to the localized-mollified system (2.1). According to Lemmas 2.3 and 2.4, we construct on , where with constant independent of and . By Lemma 2.5, time interval can be extended to We construct pressure as follows

    (3.3)

    for It is easy to check .

    Step 2. Prove that and is uniformly bounded.

    According to Lemma 2.4, we have

    (3.4)

    where the constant is independent of and We consider in for each . We rewrite (3.3) as follows

    (3.5)

    For , we have

    (3.6)

    For , by Calderon-Zygmund theorem, there holds

    (3.7)

    For the third term, we have

    (3.8)

    Using Calderon-Zygmund theorem, we have

    (3.9)

    On the other hand

    (3.10)

    For , since and we have

    (3.11)

    Similar to (2.29)-(2.30), we obtain

    (3.12)

    Similar to (2.31), we have

    (3.13)

    Similar to (3.10), there holds

    (3.14)

    For the last term , since and we have

    (3.15)

    Therefore, we deduce

    (3.16)

    Combining with above estimates, we conclude

    (3.17)

    Step 3. Find subsequence of , then show the subsequence converge to . Similar method has been used in [10,12]. For each , we find a limit solution of up to subsequence on each . First, we construct on the compact set . By uniform bounds on and the compactness argument, we can find sequences form such that

    (3.18)

    for any as . Let on .

    Then, we extend to . By the same arguments as above, we can find sequences form such that

    (3.19)

    for any as .

    Continuing this process, we can construct sequence and its limit . By diagonal argument, we have

    (3.20)

    satisfying

    (3.21)

    for any as . Furthermore,

    (3.22)

    Next, we will prove

    (3.23)

    for each . According to formula (3.3) of , we define as follows

    And pressure

    (3.24)

    Hence, for any

    Set

    (3.25)

    and

    (3.26)

    Note that for fixed we have

    (3.27)

    By (3.21) and Lebesgue dominated convergence theorem, we have

    (3.28)

    as Similar to estimates in Step 3, we have

    (3.29)

    and

    (3.30)

    Combined with (3.28), these four terms become very small for sufficiently large

    Note that

    (3.31)

    as

    (3.32)

    and

    (3.33)

    Combing with (3.31), we have as

    For , there holds

    (3.34)

    Also

    (3.35)

    Take large enough, we can make and very small in the space These give the convergence (3.23).

    Step 4. Check is a local energy solution. Proof in this step is very similar to the proof of Theorem 3.2 in [12]. For simplicity, we omit the details.

    For implies that . By the existence results for in Proposition 3.1, we have with initial data . Then, we will prove

    For simplicity, we only give crucial - estimates.

    Similar to (2.30), we have

    (3.36)

    for By interpolation and Young's inequality, similar to (2.31), there holds

    (3.37)

    By Calderon-Zygmund theorem, there holds

    (3.38)

    Similar to (2.33), we have

    (3.39)

    Combining with (2.25) and (3.36)-(3.39), we obtain

    (3.40)

    Similar to (3.37), we have

    (3.41)

    For , we have

    (3.42)

    where the first inequality holds because of Hardy inequality and Hölder's inequality.

    By interpolation inequality and Young's inequality, we have

    (3.43)

    Therefore, we have

    (3.44)

    Hence, there exists a small constant such that, if exists on for , then we have

    (3.45)

    Following the procedure in the proof of Lemma 3.1, we have the existence results when .

    Then, we will prove the uniqueness when Let be two solutions to the perturbed Navier-Stokes system (1.4) on with the same initial data The uniqueness can be proved by the method in the proof of Theorem 4.4 in Tsai [25]. We sketch it here.

    From (1.14), using interpolation theory, we have

    (3.46)

    with Then, there exists sufficient small such that

    (3.47)

    where is given in (3.54). Set , we have

    (3.48)

    Using with as a test function, multiplying the equation by , then integrating it, we have

    Crucial part is to estimate

    (3.49)

    Denote . Since

    (3.50)

    we have

    (3.51)

    By Hölder inequality, Hardy inequality and Lemma 2.1, we have

    (3.52)

    For term , we use the similar decomposition as (2.20) and obtain

    (3.53)

    There holds

    (3.54)

    Combining with (3.47) and

    (3.55)

    we have , and finish the proof of Theorem 1.2.

    Integral formula of the pressure . Our goal is to derive the integral formula of the pressure , i.e. (1.5). Our method is inspired by [25] and [27]. According to the perturbed Navier-Stokes system (1.4), we have

    (4.1)

    Fix , take a smooth compact supported function such that

    (4.2)

    Therefore, we have and . Since

    (4.3)

    we obtain

    (4.4)

    Therefore,

    (4.5)

    Note that

    (4.6)
    (4.7)
    (4.8)
    (4.9)
    (4.10)
    (4.11)

    where and denotes the th component of the outer normal vector of Ball Since on we have

    (4.12)

    For term we have the following estimate

    (4.13)

    For term integration by parts yields

    (4.14)

    where

    and

    for on The last term can be dealt as follows

    (4.15)

    By the mean value inequality, we have

    (4.16)

    Hence, we obtain For , when

    (4.17)

    When , according to the symmetry

    (4.18)

    Combining with (4.15)-(4.18), we have

    (4.19)

    Therefore, (4.14) holds. Combining with (4.6)-(4.13), we have

    (4.20)

    Take , separately, we obtain

    (4.21)

    Setting , combining with (4.5), we obtain (1.5).

    The author is grateful to Prof. Yanyan Li for bringing to our attention the question studied in this paper and much useful advice. This work is partially supported by the National Natural Science Foundation of China 11771389, 11931010 and 11621101. We sincerely thank the anonymous reviewers for their constructive revision suggestions.



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