Abstract
By using defect measures, we prove the existence of partially regular weak solutions to the stationary Navier-Stokes equations with external force \(f \in L_{\text {loc}}^q \cap L^{3/2}, q>3\) in general open subdomains of \({\mathbb {R}}^6\). These weak solutions satisfy certain local energy estimates and we estimate the size of their singular sets in terms of Hausdorff measures. We also prove the defect measures vanish under a smallness condition, in contrast to the nonstationary Navier-Stokes equations in \({\mathbb {R}}^4 \times [0,\infty [\).
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1 Introduction
1.1 Main result
This is a companion article of [20] where we prove the existence of a partially regular weak solutions to the nonstationary Navier-Stokes equations in \({\mathbb {R}}^4 \times [0,\infty [\), i.e.
In space dimensions \(n \ge 2\), the existence of weak solutions to (1.1) in the whole space and in arbitrary open domains was proved by Leray [10] and Hopf [9], respectively in 1934 and 1950. After Scheffer’ works [14,15,16] on the partial regularity theory, Caffarelli, Kohn and Nirenberg [1] proved the existence of suitable weak solutions and the fact that 1-dimensional parabolic Hausdorff measure of the singular set of these solutions is zero in \({\mathbb {R}}^3 \times [0,\infty [\). The suitable weak solutions satisfy a local energy inequality which allows local analysis. In \({\mathbb {R}}^4 \times [0,\infty [\), a compactness property which is crucial for proving the existence of suitable weak solutions is missing. In [20], we overcome it by introducing defect measures and incorporating it into energy estimates.
For the stationary Navier-Stokes equations
Struwe [17] proved partial regularity result in \({\mathbb {R}}^5\) in 1982. Later, assuming the existence of suitable weak solutions, Dong and Du [2] proved similar results for the nonstationary equations in \({\mathbb {R}}^4 \times [0,\infty [\), and Dong and Strain [3] adapted this method to the stationary equations in \({\mathbb {R}}^6\). In this article, we prove the existence of weak solutions satisfying local energy estimates in \({\mathbb {R}}^6\), under very general assumptions on the external force f. We also prove these solutions are partially regular. The main theorem is the following.
Theorem 1.1
Given a weakly solenoidal force \(f \in L_{\text {loc}}^q({\mathbb {R}}^6) \cap L^{3/2}({\mathbb {R}}^6), q>3\), there exists a weak solution set \((u,p,\nu ,\mu )\) for the stationary Navier-Stokes equations (1.2) in \({\mathbb {R}}^6\) which satisfies local energy inequalities (2.16) and (2.17). Here, (u, p) is a weak solution of the stationary Navier-Stokes equations with \(u \in {\dot{H}}({\mathbb {R}}^6)\) and \(p \in L^{3/2}({\mathbb {R}}^6)\). Moreover, the singular set S of u satifies \({\mathcal {H}}^2(S) < C\) for some constant C depending on f.
The definitions of weak solution sets and the singular sets are given in Definitions 2.8 and 3.9. Although we state Theorem 1.1 for \({\mathbb {R}}^6\), the nature of our analysis is local and it has almost no requirement on the domain.
If the spatial domain and the force f are sufficiently regular, the existence of a regular solution is known in many cases, while its uniqueness is open. In the dimensions 2, 3 and 4, we refer to Galdi [8] for the existence of regular solutions. In dimension 5, the existence of regular solutions was independently proved by Struwe [19] in \({\mathbb {R}}^5\) and by Frehse, Rŭžička in [6] in \({\mathbb {R}}^5/{\mathbb {Z}}^5\). For \(f \in L^{\infty }\) and bounded subdomains of \({\mathbb {R}}^6\), Frehse and Rŭžička proved the existence of regular solutions in [5] and [7]. They showed there exist weak solutions (u, p) such that \(({|u|}^2+2p)_+\) is bounded in any compact subdomain, based on their earlier work [4]. Struwe’s method or Frehse, Rŭžička’s method use global properties such as maximum principle or Green function of the domain, thus it relies on the specific structures of the equations in certain domains and the force f. In contrast, our method is completely different and based on local analysis, and can be applied to more general problem like nonstationary Navier-Stokes equations [20] and incompressible magneto-hydrodynamic equations.
As we mentioned in [20], similar to the nonstationary Navier-Stokes equations in \({\mathbb {R}}^4 \times [0,\infty [\), the stationary equations in \({\mathbb {R}}^6\) is critical since approximation solutions are not relatively compact in \(L^3\), so it is subtle to deduce local energy inequality for the limiting solution. We overcome this by proving slightly weaker local energy inequalities containing concentration measures. These concentration measures account for the loss of compactness in \(L^3\) and appear naturally in the construction of our weak solutions. For this purpose, we introduce a new notion of generalized solutions to incorporate these measures, namely weak solutions sets defined in Definition 2.8. These local energy inequalities are sufficient to give all nice partial regularity results analogue to those obtained by Caffarelli, Kohn and Nirenberg in their celebrated paper [1] or those in our previous work [20].
1.2 Comparison with nonstationary setting
On the other hand, we also find the stationary equations in \({\mathbb {R}}^6\) is different from the nonstationary equations in \({\mathbb {R}}^4 \times [0,\infty [\) when studying the concentration phenomena in approximation procedure. The first main difference shows up when proving the compactness of the concentration measures in Proposition 2.5. In nonstationary setting [20], we use time variable to control the vanishing at infinity. Here, we need to localize the solution to exclude the mass concentrating at infinity.
The second difference is the vanishing of the concentration measures. Although one dimension in time counts for two dimensions in space, the weak solutions are less regular in time than in space. As a result, the concentration measures vanish under a local smallness condition in the stationary setting, i.e.
Corollary 1.2
Given a weakly solenoidal force \(f \in L_{\text {loc}}^q({\mathbb {R}}^6) \cap L^{3/2}({\mathbb {R}}^6), q>3\), there exists absolute constants \(\epsilon>0, \kappa >0\), and for any fixed \(q > 3\), there exists another constant \(C=C(q)\) satisfying the following property: if a weak solution set \((u,p,\nu ,\mu )\) of the Navier-Stokes equations in \({\mathbb {R}}^6\) with a weakly solenoidal force \(f \in L_{\text {loc}}^q({\mathbb {R}}^6), q>3\) satisfies
then \(\Vert u\Vert _{L^{\infty }(B_{r/2}(x_0))} < C \) and \(\nu |_{B_r(x_0)}= \mu |_{B_r(x_0)} = 0\).
In the nonstationary case in \({\mathbb {R}}^4 \times [0,T]\), whether these concentration measures vanish locally or not is not known. This is because the concentration measures in stationary case have more structures. They exist in the form of countably many atoms. For the nonstationary equations in \({\mathbb {R}}^4 \times [0,\infty [\), these measures may concentrate in a set of finite 1-dimensional Hausdorff measure, for example, a curve.
This rest of this paper consists of two sections. In Sect. 2, we prove the existence of weak solution sets and local energy estimates. In Sect. 3 we use the local energy estimates to obtain partial regularity results for weak solution sets.
2 Existence of weak solution sets
To construct generalized solutions to the Navier-Stokes equations, we start with constructing solutions to the regularized Navier-Stokes equations.
Lemma 2.1
Let \(\{\chi _k\}_{k \in {\mathbb {N}}}\) be a sequence of standard mollifiers and \(f \in L^{3/2}({\mathbb {R}}^6)\), then we have a sequence \(\{(u_k,p_k)\}_{k \in {\mathbb {N}}} \subset {\dot{H}}^1({\mathbb {R}}^6) \times L^{3/2}({\mathbb {R}}^6)\) such that \((u_k,p_k)\) is a distributional solution to the regularized stationary Navier-Stokes equations
Here, \(\{u_k\}_{k \in {\mathbb {N}}}\) is uniformly bounded in \({\dot{H}}^1({\mathbb {R}}^6)\) and \(\{p_k\}_{k \in {\mathbb {N}}}\) is uniformly bounded in \(L^{3/2}({\mathbb {R}}^6)\), thereby we can pass to the weak limit, i.e.
Moreover, this sequence satisfies local energy inequality, i.e. for any \(\phi \in C_c^{\infty }\) there holds
where \({\tilde{u}}_k := \chi _k * u_k\).
Proof
The existence of weak solutions of the regularized Navier-Stokes equations follows from Galerkin method. For a standard argument of Galerkin method, we refer to Theorem 4.4 and Theorem 14.1 in [13]. Galerkin method also yields that \(u_k\) is bounded in \({\dot{H}}^1({\mathbb {R}}^6)\), thereby the boundedness of \(p_k\) follows from the Laplace equation for \(p_k\) and Calderon-Zygmund theory. Standard regularity theory shows \(u_k \in W^{2,3/2}_{\text {loc}}({\mathbb {R}}^6)\), hence \(u_k \phi \) is an admissible test function. This gives the local energy inequality (2.3). \(\square \)
Remark 2.2
This result also holds for general open Lipschitz domains \(\Omega \subset {\mathbb {R}}^6\) for prescribed boundary data \(u_0 \in L^s(\partial \Omega ), s \in [1,\frac{5}{2})\). Because of the compact trace operator \({\dot{H}}^{1}(\Omega ) \rightarrow L^s(\partial \Omega )\) for \(s \in [1,\frac{5}{2})\), the boundary value of the weak limit u coincides with the fixed boundary value of the approximation sequence. The rest of our argument is purely local and it has no requirement on the domain.
2.1 Concentration compactness
To study possible concentration phenomena appearing in the local energy inequality (2.3), we need a variant of the concentration-compactness lemma by Lions in [12].
Lemma 2.3
Suppose \(\{\mu _m\}_{m \in {\mathbb {N}}}\) is a sequence of finite Borel measures on \({\mathbb {R}}^n\) with
Then up to a subsequence, one of the following conditions holds:
-
(1)
(Compactness) For any \(\epsilon > 0\) there is a radius \(r_0>0\) such that
$$\begin{aligned} \int _{B_{r_0}} d \mu _m \ge \mu _m({\mathbb {R}}^n) - \epsilon . \end{aligned}$$ -
(2)
(Vanishing) For all \(r>0\) there holds
$$\begin{aligned} \lim _{m \rightarrow \infty } \int _{B_r} d\mu _m = 0. \end{aligned}$$ -
(3)
(Dichotomy) There exists \(\lambda \in (0,1)\), such that for any \(\epsilon >0\), there is a radius \(r_0 > 0\) with following property. Given any \(r'>r_0\), the measures \(\mu _m^1 := \mu _m|_{B_{r_0}}\) and \(\mu _m^2 := \mu _m|_{{\mathbb {R}}^n \backslash B_{r'}}\) satisfy
$$\begin{aligned} \begin{aligned}&0 \le \mu _m^1 + \mu _m^2 \le \mu _m, \\&\limsup _{m \rightarrow \infty } \Big ( \Big |\lambda - \int _{{\mathbb {R}}^n} d\mu _m^1\Big | + \Big |\mu _m({\mathbb {R}}^n)-\lambda - \int _{{\mathbb {R}}^n} d\mu _m^2\Big | \Big ) \le 2\epsilon . \end{aligned} \end{aligned}$$
Remark 2.4
In calculus of variations, Lions’s concentration compactness lemma, i.e. Lemma I.1 in [12], studies the concentration points in a measure-theoretic level. Using this, one can show, for instance, that any minimizing sequence for the Sobolev constant in the embedding \({\dot{H}}({\mathbb {R}}^6) \hookrightarrow L^{3}({\mathbb {R}}^6)\) is compact up to translation and dilation. However, unlike searching minimizers for Sobolev constant, one cannot translate or dilate the solutions of regularized equations (2.1) with different scaling factors, because this also scales the force f. Instead, we show the convergence of certain measures by excluding the part which concentrates at infinity, and a simple observation shows that the remaining part also converges weakly in the sense of measures.
Proof of Lemma 2.3
For a nonegative measure \(\mu \), we define its concentration function
Let \(\{Q_m\}_{m \in {\mathbb {N}}}\) be the concentration functions of \(\{\mu _m\}_{m \in {\mathbb {N}}}\), then
Up to a subsequence, this sequence converges to a non-decreasing, non-negative bounded function Q at almost every point. And we can make Q continuous from the left, then we have
Let \(\lambda = \lim _{r \rightarrow \infty } Q(r) \in [0,1]\). If \(\lambda = 0\), this is the case of vanishing.
If \(\lambda = 1\), for any \(\epsilon > 0\), there exists \(r_0 > 0\) with \(Q(r_0) \in \big (1-\frac{\epsilon }{2}, 1+\frac{\epsilon }{2}\big )\). For sufficiently large \(m_0 \in {\mathbb {N}}\), we have \(Q_m(r_0) > \mu _m({\mathbb {R}}^n)-\epsilon \) for any \(m \ge m_0\). Choose \(r_0\) larger, if necessary, then we have
If \(\lambda \in (0,1)\), for any \(\epsilon > 0\), we can choose \(r_0 > 0\) such that
Given any \(r'>r_0\), there exists \(m_0(\epsilon ,r') \in {\mathbb {N}}\) such that
Let \(\mu _m^1 = \mu _m|_{B_{r_0}}\) and \(\mu _m^2 = \mu _m|_{{\mathbb {R}}^n \backslash B_{r'}}\). This gives the case dichotomy. \(\square \)
Now, using Lemma 2.3, we can prove the tightness of the measures showing up in (2.3), after splitting the part which concentrate at infinity.
Proposition 2.5
Given \(f \in L^{3/2}({\mathbb {R}}^6)\), let \(\{\chi _k\}_{k \in {\mathbb {N}}}\) and u be as in Lemma 2.1. There exists \(\{v_k\}_{k \in {\mathbb {N}}} \subset {\dot{H}}({\mathbb {R}}^6)\) such that \(v_k \rightarrow u\) weakly in \({\dot{H}}({\mathbb {R}}^6)\) and the measures \(\{|\nabla v_k|^2dx\}_{k \in {\mathbb {N}}}\), \(\{|v_k|^3dx\}_{k \in {\mathbb {N}}}\) are tight, i.e. they satisfy the compactness condition in Lemma 2.3. Moreover, for any \(\phi \in C_c^{\infty }({\mathbb {R}}^6)\) there exists \(k_0 \in {\mathbb {N}}\) such that for \(k \ge k_0\),
Here, we define \(v_k := u_k \varphi _k\).
The Proof of Proposition 2.5 relies on the following obsertvations.
Lemma 2.6
Suppose \(\{h_k\}_{k \in {\mathbb {N}}} \subset {\dot{H}}^1({\mathbb {R}}^n), n \ge 1\) is bounded and for any \(\rho >0\) there holds
Then \(h_k \rightarrow 0\) weakly in \({\dot{H}}^1({\mathbb {R}}^n)\).
Proof
It suffices to show \((h_k,\varphi )_{{\dot{H}}^1} \rightarrow 0\) for any \(\varphi \in C_c^{\infty }({\mathbb {R}}^n)\). This is straightforward. \(\square \)
Lemma 2.7
Suppose \(\{h_k\}_{k \in {\mathbb {N}}} \subset {\dot{H}}^1({\mathbb {R}}^n), n \ge 3\) is bounded and for any \(\rho >0\) there holds
Then \(h_k \rightarrow 0\) weakly in \(L^{2n/(n-2)}({\mathbb {R}}^n)\) and \({\dot{H}}^1({\mathbb {R}}^n)\) up to a subsequence.
Proof
For the weak convergence in \(L^{2n/(n-2)}({\mathbb {R}}^n)\), it suffices to show
for any \(\varphi \in C_c^{\infty }({\mathbb {R}}^n)\). This is straightforward by splitting the integral into \(B_\rho \) and \({\mathbb {R}}^n \backslash B_\rho \). Since \(\{h_k\}_{k \in {\mathbb {N}}}\) is bounded in \({\dot{H}}^1({\mathbb {R}}^n)\), \(h_k \rightarrow h_0\) weakly in \({\dot{H}}^1({\mathbb {R}}^n)\) up to a subsequence. Hence \(h_k \rightarrow h_0\) weakly in \(L^{2n/(n-2)}({\mathbb {R}}^n)\) up to a subsequence. And this gives \(h_0 = 0\). \(\square \)
Proof of Proposition 2.5
This idea of this proof is to apply Lemma 2.3 to \(\{|\nabla u_k|^2dx\}_{k \in {\mathbb {N}}}\) and \(\{|v_k|^3dx\}_{k \in {\mathbb {N}}}\) separately. The case of vanishing and the case of compactness are easy. In the case of dichotomy, we need to do suitable localization to split the concentration at infinity.
First, we look at the measures \(\{|\nabla u_k|^2dx\}_{k \in {\mathbb {N}}}\). There exists a subsequence \(\{u_k\}_{k \in \Lambda }\) such that
then without loss of generality, we assume
We apply Lemma 2.3 to the measures \(\{|\nabla u_k|^2dx\}_{k \in {\mathbb {N}}}\). In the case of vanishing, Lemma 2.6 shows \(u_k \rightarrow 0\) weakly in \({\dot{H}}({\mathbb {R}}^6)\), then \(v_k = 0\) satisfies all the conditions.
In the case of compactness, the set of measures \(\{|\nabla u_k|^2dx\}_{k \in {\mathbb {N}}}\) is tight. \(v_k = u_k\) satisfies all the conditions except for the tightness of \(\{|v_k|^3dx\}_{k \in {\mathbb {N}}}\).
In the case of dichotomy, we can choose \(\epsilon _k \rightarrow 0\) with corresponding \(r_k \rightarrow \infty \) such that
Define the cut-off functions \(\{\varphi _k\}_{k \in {\mathbb {N}}}\) satisfying
Let \(v_k := u_k \varphi _k\), \(w_k := u_k(1-\varphi _k)\), then we can deduce that, for any \(\rho >0\),
Lemma 2.6 yields \(w_k \rightarrow 0\) weakly in \({\dot{H}}({\mathbb {R}}^6)\), and \(v_k \rightarrow u\) weakly in \({\dot{H}}({\mathbb {R}}^6)\). Now let \(Q_k\) be the concentration functional of the measure \(|\nabla v_k|^2dx\) as in Lemma 2.3. Then (2.5) yields
According to the Proof of Lemma 2.3, \(Q_k\) converges at almost every point to a non-decreasing, non-negative, bounded and left continuous function Q. In the dichotomy case, for any \(\epsilon > 0\), there exists \(r_0>0\) such that \(\lim _{k \rightarrow \infty } Q_k(r_0) = Q(r_0)\) and
For k sufficiently large, \(r_k \ge r_0\), then \(u_k = v_k\) in \(B_{r_0}\). This gives
By the convergence of \(Q_k(r_0)\), we have \(Q(r_0) \in (\lambda - 2 \epsilon ,\lambda + 2 \epsilon )\). Therefore, \(\lim _{r \rightarrow \infty } Q(r) = \lambda \). Using the same argument for the compact case in the Proof of Lemma 2.3, we know \(\{|\nabla v_k|^2dx\}_{k \in {\mathbb {N}}}\) is tight.
For the compactness of the measures \(\{|v_k|^3dx\}_{k \in {\mathbb {N}}}\), we assume, without loss of generality,
Apply Lemma 2.3. In the case of vanishing, Lemma 2.7 shows that \(v_k \rightarrow 0\) weakly in \({\dot{H}}({\mathbb {R}}^6)\) up to a subsequence, then \(v_k = 0\) satisfies all the conditions. In the case of compactness, the set of measures \(\{|v_k|^3dx\}_{k \in {\mathbb {N}}}\) is tight.
In the case of dichotomy, we get a sequence of enlarged radius \(r_k \rightarrow +\infty \) and we can define cutoff functions as before. With the same argument, the products of \(v_k\) and these cutoff functions are the final approximation candidates. With slight abuse of notations, we still denote these approximation candidates and the cutoff functions with \(v_k\) and \(\varphi _k\), respectively.
To show the local energy inequality (2.4), note that \(v_k\) satisfies the following equation
Define \({\tilde{v}}_k := \chi _k * v_k\) and \({\tilde{w}}_k := \chi _k * w_k\). Then for any \(\phi \in C_c^{\infty }({\mathbb {R}}^6)\), testing (2.6) with \(v_k \phi \) yields
Note that \(\phi \) has compact support and \(r_k \rightarrow \infty \), thus there exists \(k_0 \in {\mathbb {N}}\) depending on \(\{r_k\}_{k \in {\mathbb {N}}}\) and \(\phi \) such that for \(k \ge k_0\), we have \(\nabla \varphi _k = 0\) in \({{\,\mathrm{supp}\,}}\phi \) and \(\varphi _k = 1, 1-\varphi _k = 0\) in \({{\,\mathrm{supp}\,}}\phi \). Therefore, every term involing \(1-\varphi _k\) or the derivative of \(\varphi _k\) vanishes. This gives the inequality (2.4) for \(k \ge k_0\) and concludes this proof. \(\square \)
As a result of As a result of 2.1, Proposition 2.5 and concentration-compactness lemma by Lions in [12], we can deduce the following weak convergence of measures,
And we have
for some family \(\{\mu ^j\}_{j \in J} \subset {\mathbb {R}}^+\), \(\{x^j\}_{j \in J} \subset {\mathbb {R}}^6\) and an index set J which is at most countable with
For Lions’s concentration-compactness lemma, we also suggest an expository reference, namely page 44 in Struwe’s book [18].
2.2 Weak solution sets and local energy estimates
Now we can give a definition to weak solution set which contains the concentration measures \(\mu \) and \(\nu \) in (2.7).
Definition 2.8
The quadruple \((u,p,\mu ,\nu )\) is called a weak solution set of the stationary Navier-Stokes equations (1.2) if
-
(1)
u and p are obtained as weak limits of weak solutions \(\{(u_k,p_k)\}_{k \in {\mathbb {N}}}\) of the regularized stationary Navier-Stokes equations (2.1), which are uniformly bounded in \(H^1({\mathbb {R}}^6)\) and \(L^{3/2}({\mathbb {R}}^6)\) respectively.
-
(2)
\(\mu \) and \(\nu \) are obtained as weak limits in (2.7) in the sense of measures.
Remark 2.9
In the weak solution set, (u, p) solves the stationary Navier-Stokes equations (1.2) in the sense of distributions. It suffices to verify
Indeed, \(u_k \rightarrow u\) and \({\tilde{u}}_k \rightarrow u\) in \(L^2({{\,\mathrm{supp}\,}}\psi )\) up to a subsequence as \(k \rightarrow \infty \), by Rellich’s compact embedding. The convergence of other linear terms is straightforward.
Remark 2.10
Given \(f \in L^{3/2}({\mathbb {R}}^6)\), the stationary Navier-Stokes equations (1.2) have at least one weak solution set. This is a direct consequence of Lemma 2.1 and Proposition 2.5.
To prove weak solutions sets satisfy certain local energy estimates, we need to study the measures \(|\nabla v_k|^2dx, |v_k|^3dx\) and \(v_kp_kdx\) in local scale. The goal is to show that possible concentration phenomena of these measures can be controlled by the concentration measures. For \(|\nabla u_k|^2dx\) and \(|u_k|^3dx\), we prove the following result.
Lemma 2.11
Suppose \(\{(u_k, p_k)\}_{k \in {\mathbb {N}}}\) are solutions of regularized equations (2.1) and \((u,p,\mu ,\nu )\) is the corresponding weak solution set, then
and
for any \(0 \le \psi \in L^{\infty } \cap C^0({\mathbb {R}}^6)\). Here, \(\{v_k\}_{k \in {\mathbb {N}}}\) is as in Proposition 2.5.
Proof
For any \(\psi \in L^{\infty } \cap C^0({\mathbb {R}}^6)\), we have
Here, since \(v_k-u\) converging to zero weakly in \({\dot{H}}^1\), the cross integral term of \(\nabla (v_k-u) \cdot \nabla u\) converges to zero. For the measure \(|v_k|^3dx\),
Here, the cross integral terms containing \((v_k-u)u\) converge to zero by Vitalli’s convergence theorem, since the cross terms are uniformly integrable with respect to the measure \(\psi dx\). \(\square \)
Estimating the concentration for the measures \(v_kp_kdx\) is more difficult. We need to localize the Poisson equation for the pressure and use elliptic regularity theory.
Lemma 2.12
Suppose \(\{(u_k, p_k)\}_{k \in {\mathbb {N}}}\) are solutions of the regularized equations (2.1) and \((u,p,\mu ,\nu )\) is the corresponding weak solution set. Let \(\{v_k\}_{k \in {\mathbb {N}}}\) is as in Proposition 2.5. Then
for any \(0 \le \zeta \in C_c^{\infty }({\mathbb {R}}^6)\) and any \(\gamma \in {\mathbb {R}}\).
Proof
Note that \(p_k\) satisfies the following elliptic equation,
Indeed, this equation holds in the sense of distributions, as mentioned in Remark 2.9. Then we localize this equation with an arbitrary cut-off function \(\psi \in C_c^{\infty }({\mathbb {R}}^6)\), i.e.
Now we can decompose the pressure \(p_k=p_k^1+p_k^2+p_k^3+p_k^4\) with
Next we argue this decomposition exists. \(p_k^1 \psi \) can be obtained by the Riesz transformation and Calderon-Zygmund estimate yields
Since \(\nu _k \rightarrow \nu \) weakly, we have
By Vitalli’s convergence theorem, the term in the fourth line converges to zero because \(|u(u_k-u)|^{3/2}\) is uniformly integrable with respect to the finite measure \(\psi ^{3/2}dx\). Here, we use \(|v_k|^{3/2} \le \sqrt{2}|v_k-u|^{3/2} + \sqrt{2}|u|^{3/2}\) and \(u_k=v_k\) in \(B_{r_k}\) with \(r_k \rightarrow \infty \) from Proposition 2.5.
Since \((u_k^i u_k^j) \partial _i \partial _j \psi \) is bounded in \(L^{3/2}\) uniformly in \(k \in {\mathbb {N}}\), \(p_k^2 \psi \) can be obtained by convolution with singular kernels and Calderon-Zygmund estimate yields
Thus by compact Sobolev embedding and \(u_k^i u_k^j - u^i u^j \rightarrow 0\) in \(L^s\) for any \(s \in [1,3/2)\), we can deduce
Similarly, for \(p_k^3 \psi \) we have
Again by compact Sobolev embedding and \(-\partial _i (u_k^i u_k^j) \partial _j \psi - \partial _j (u_k^i u_k^j) \partial _i \psi \rightarrow 0\) in \(L^s({{\,\mathrm{supp}\,}}\psi )\) for any \(s \in [1,6/5)\), we can deduce
Let \(p_k^4:=p_k-(p_k^1+p_k^2+p_k^3)\) and \(p_k^4\) solves the corresponding equation in the sense of distribution. We have
By compact Sobolev embedding and \(\nabla p_k - \nabla p \rightarrow 0\) in \(L^s({{\,\mathrm{supp}\,}}\psi )\) for any \(s \in [1,6/5)\), we can deduce
Now we combine the estimates (2.12), (2.13), (2.14) and (2.15) and get
Therefore, we can choose \(\psi = \zeta ^{2/3}\) and bound the concentration of the measure as following
Due to Vitalli’s convergence theorem, the second term in third line and the second term in fourth line converge to zero. Note that \(\zeta \) is nonnegative, so \(\psi \) is a Lipschitz function by Corollary 5.1 in [20]. \(\square \)
Now we can prove local energy estimates for the weak soution set \((u,p,\mu ,\nu )\). We prove two variants which are similar in nature. We need two variants only for technical reasons in the proof of partial regularity results.
Proposition 2.13
Let the assumptions be as in Lemma 2.11, then the following local energy inequalities hold
for any \(n \ge 1\), any \(\{\gamma _i\}_{1 \le i \le n} \subset {\mathbb {R}}\), any cut-off functions \(\phi , \{\phi _i\}_{1 \le i \le n} \subset C_c^{\infty }({\mathbb {R}}^6)\) with \(\phi = \sum _{i=1}^n \phi _i\), where
Proof
Since \(u_k=v_k\) in \(B_{r_k}\) with \(r_k \rightarrow \infty \), we do not distinguish the difference of \(u_k\) and \(v_k\) in any ball of finite radius when passing to limit.
For the first local energy inequality (2.16), we pass (2.4) to the limit by the weak convergence of measure and the strong convergence of \(\{v_k\}_{k \in {\mathbb {N}}}\) in \(L^2({{\,\mathrm{supp}\,}}\phi )\). In the limiting process, we also need to combine the control on other measures obtained in Lemmas 2.11 and 2.12. The first subtle point is the term involving the cubic velocity. Note that
where
For \(h_1\), notice that \({{\,\mathrm{diam}\,}}({{\,\mathrm{supp}\,}}\chi _k) \rightarrow 0\) and \(x \rightarrow |x|^{1/3}\) is \(1/3-\)Hölder continuous, then Young’s inequality for convolution yields
Since \(v_k\) is uniformly bounded in \(L^3\), the term \(h_1\) converges to zero in \(L^3\) when passing to limit. For \(h_2\), Young’s inequality for convolution yields
Combining these estimates and using the boundedness of \(\{u_k\}_{k \in {\mathbb {N}}}\), we have
Now we move to the term involving pressure. Because \(u_k\) is weakly divergence-free and \(v_k = u_k\) in \({{\,\mathrm{supp}\,}}\phi \) for large k, we have
The inequality follows from Lemma 2.12. For the second local energy inequality (2.17), the subtle point is the cubic term of u. Note that \(u_k,{\tilde{u}}_k\) and u are weakly divergence-free. For the first line of (2.4), observe that
Next, similar to (2.11), we argue that the individual terms above can be bounded by the same form of the weak limit u and the concentration mass \(\nu \). For the third line of (2.18), since \({\tilde{u}}_k-{\overline{u}}_{k,\phi } = (u_k - {\overline{u}}_{k,\phi }) * \chi _k\), we can apply the same trick as above and use Young’s inequality for convolution, therefore it is sufficient to look at the following term
Since \(u_k \rightarrow u\) strongly in \(L^1({{\,\mathrm{supp}\,}}\phi )\) up to a subsequence, \({\overline{u}}_{k,\phi }-{\overline{u}}_{\phi } \rightarrow 0\) when \(k \rightarrow \infty \). Because \(u_k \rightarrow u\) and \({\tilde{u}}_k \rightarrow u\) locally strongly in \(L^2\), we can pass to limit for the last two terms in the last line of (2.18). Hence we have
For the term involving pressure. Lemma 2.12 yields
Finally, the two inequalities follow from the local energy inequalities for the regularized Navier-Stokes equations and the estimates above. \(\square \)
3 Partial regularity theory
Partial regularity theory is a deep result of the scaling invariance and local energy estimates. In this section, we adapt Caffarelli, Kohn and Nirenberg’s argument [1] and Lin’s argument [11] to the stationary Navier-Stokes equations in \({\mathbb {R}}^6\) with the presence of concentration measures.
3.1 Scaling invariance
Given a smooth solution (u, p) of the stationary Navier-Stokes equations with force f, \((u_r,p_r)_{r>0}\) define by
solves the equations (1.2) with the scaled force
This scaling property also holds for weak solution sets.
Lemma 3.1
If \((u,p,\mu ,\nu )\) is a weak solution set of the stationary Navier-Stokes equations (1.2) with external force f, then for any \(r>0\), the scaled quadruple \((u_r,p_r,\mu _r,\nu _r)\) is also a weak solution set of (1.2) with external force \(f_r\), where \(u_r,p_r\) and \(f_r\) are defined as above and \(\mu _r,\nu _r\) are defined as
Due to the scaling invariance of the stationary Navier-Stokes equations in \({\mathbb {R}}^6\), we can define the following quantities which do not change after rescaling. We call such quantities dimensionless. The estimates in this section are based on these quantities.
where
3.2 Partial regularity results
The main result in this section is the following.
Theorem 3.2
Suppose \((u,p,\nu ,\mu )\) is a weak solution set of the stationary Navier-Stokes equations (1.2) in \({\mathbb {R}}^6\) with a weakly solenoidal force \(f \in L_{\text {loc}}^q({\mathbb {R}}^6), q>3\), then its singular set S satifies \({\mathcal {H}}^2(S) < C\) for some constant \(C>0\) depending on f.
For preparations, we need to establish three technical lemmas to estimate these dimensionless quantities. The estimates in the rest of this section are uniform in \(x_0\), thus we take \(x_0=0\) and omit \(x_0\) in most proofs. Also, without special remarks, all constants are absolute.
Lemma 3.3
Suppose \((u,p,\nu ,\mu )\) is a weak solution set of the stationary Navier-Stokes equations (1.2) in \({\mathbb {R}}^6\), then for any \(x_0 \in {\mathbb {R}}^6\) and \(r>0\),
Proof
The estimates for G and H are due to Sobolev inequality and Sobolev-Poincaré inequality. For the quantity \(G_c(x_0,r)\), it suffices to prove for any countably family \(J' \subset J\),
To verify this inequality, we observe that (2.9) implies
Since \(\Vert \cdot \Vert _{l^{\alpha }} \le \Vert \cdot \Vert _{l^{\beta }}\) for any \(\alpha > \beta \ge 1\), we can deduce
\(\square \)
Lemma 3.4
Suppose \((u,p,\nu ,\mu )\) is a weak solution set of the stationary Navier-Stokes equations (1.2) in \({\mathbb {R}}^6\), then for any \(x_0 \in {\mathbb {R}}^6\), \(\rho > 0\) and \(r \in (0, \frac{\rho }{2}]\), we have
Proof
For simplicity, we prove the estimate for \(x_0=0\). Choose a cut-off function \(\psi \in C_c^{\infty }\) such that
then we localize the pressure equation and integrate by parts to move the differentiation from u and p to \(\psi \),
where
For \(p_1\), Calderon-Zygmund estimate yields
For \(p_2,p_3\) and \(p_4\), we estimate the \(L^{\infty }-\)norm of their gradients
The \(L^{\infty }\) bound of \(\nabla p_2\) uses the fact \(2|x-y|>|y|\) when \(x \in B_r\) and \(y \in {\mathbb {R}}^6 \backslash B_{2r}\). For \(\nabla p_3\) and \(\nabla p_4\), note that \(\nabla \psi = 0\) in \(B_{3\rho /4}\) and \(|x-y|>\frac{\rho }{4}\). Integrating \(p_2\) in \(B_r\) gives
The estimates for \(p_3\) and \(p_4\) are similar and the combination of these estimates concludes the proof. \(\square \)
Lemma 3.5
Suppose \((u,p,\nu ,\mu )\) is a weak solution set of the stationary Navier-Stokes equations (1.2) in \({\mathbb {R}}^6\), then for any \(x_0 \in {\mathbb {R}}^6, r>0\) and any \(\theta \in (0,\frac{1}{2})\), we have
Proof
This proof is similar to the proof of Lemma 3.4. Choose a cut-off function \(\psi \in C_c^{\infty }\) such that
Since u is weakly divergence-free, we can write the equation for the pressure p as
then we can localize the equation
For \(p_1\), Calderon-Zygmund theory yields
For \(p_2\), note that \(\nabla \psi \) is supported in \(B_r \backslash B_{3r/4}\), and for any \(x \in B_{\theta r}, y \in B_r \backslash B_{3r/4}\), \(|x-y| > \frac{r}{4}\). It yields that
Integrating in \(B_{\theta r}\) gives
The estimate for \(p_3\) is similar to \(p_2\). Combining all the estimates and the Sobolev-Poincaré inequality yields
then the uniformality in \(x_0 \in {\mathbb {R}}^6\) concludes the proof. \(\square \)
Next, we use a special cut-off function and related bounds. This cutoff function was introduced by Dong and Strain in [3]. The bounds follow from direct computations.
Lemma 3.6
For \(x_0 \in {\mathbb {R}}^6, \rho > 0\) and \(\theta \in (0,\frac{1}{2}]\), define \(r_n := \theta ^n\rho , n \in {\mathbb {N}}\), suppose \(\phi \in C_c^{\infty }(B_{\rho }(x_0))\) satisfies
and define \(\psi _n : {\mathbb {R}}^6 \rightarrow {\mathbb {R}}\) with
then we have the following bounds
where \(C_3 > 0\) is an absolute constant.
Now, we prove two important local regularity results based on the smallness of certain dimensionless quantities. As an interesting byproduct, we exclude concentration phenomena of \(\mu \) and \(\nu \) when \(G+G_c+K\) is suitably small.
Proposition 3.7
There exists absolute constants \(\epsilon>0, \kappa >0\), and for any fixed \(q > 3\), there exists another constant \(C=C(q)\) with the following property. If a weak solution set \((u,p,\nu ,\mu )\) of the Navier-Stokes equations in \({\mathbb {R}}^6\) with a weakly solenoidal force \(f \in L_{\text {loc}}^q({\mathbb {R}}^6), q>3\) satisfies
then \(\Vert u\Vert _{L^{\infty }(B_{1/2}(x_0))} < C \) and \(\nu |_{B_1(x_0)}= \mu |_{B_1(x_0)} = 0\).
Proof of Proposition 3.7 and Corollary 1.2
Let \(r_n = 2^{-n}\). The idea is to show
iteratively by proving the following claims.
Claim 1
The inequality \((3.2)_1\) holds.
Claim 2
\(\{(3.2)_k\}_{1 \le k \le n}\) implies \(({3.2})_{n+1}\).
Claim 3
\(\{(3.3)_{k}\}_{2 \le k \le n}\) implies \((3.2)_n\).
Then we have
This gives the uniform bound of u in \(B_{1/2}(x_0)\). The vanishing of concentration points is immediate by letting \(n \rightarrow \infty \) around concentration points. Note that the argument can be adapted to prove (3.4) for \(x' \in B_{r'}(x_0)\) for any \(r'<1\), thus we can exclude all concentration phenomena in the open ball \(B_1\).
The rest of this proof is devoted to proving the three claims.
Proof of Claim 1
This is straightforward by imposing a suitable smallness condition on \(\epsilon \). \(\square \)
Proof of Claim 2
Choose the cut-off function \(\phi \psi _n\) with \(\rho = 1, \theta = \frac{1}{2}\) in Lemma 3.6. And we do the following decomposition
with cut-off functions \(\{\eta _k\}_{k \in {\mathbb {N}}}\) such that
Denote \(\varphi _k := \phi \psi _n(\eta _k - \eta _{k+1})\) for \(1 \le k \le n-1\) and \(\varphi _n := \phi \psi _n\eta _n\), then
The first equality is due to the fact that \(\phi \psi _n = \phi \psi _n \eta _1\), since \(\phi = 0\) in \(B_1 \backslash B_{1/3}\), as defined in Lemma 3.6. Also, the gradient bound for \(\varphi \) is a simple consequence of the bounds in Lemma 3.6.
The local energy inequality (2.16) yields
Then the bounds in Lemma 3.6 gives
where
For the term \(I_1\), we use the bound in Lemma 3.6 and Hölder inequality, i.e.
For the term \(I_2+I_3\), we use the gradient bounds for \(\{\varphi _k\}_{1 \le k \le n}\) and induction hypothesis \(\{(3.2)_k\}_{1 \le k \le n}\), i.e.
For the term \(I_4\), we need to decompose the integral over \(B_{1/2}\) into integrals over annuli, then for each subintegral we use bounds in Lemma 3.6, i.e.
We choose \(\kappa = \epsilon ^{4/9}\). Because \(q>3\), \(2-\frac{6}{q}>0\), then
Now we plug the estimates for \(I_1,I_2,I_3\) and \(I_4\) into (3.5), which concludes the proof. \(\square \)
Proof of Claim 3
For simplicity, let \(x_0=0\), then Lemma 3.3 yields for any \(2 \le k \le n\),
To bound \(L(r_n)\), we use the pressure estimate Lemma 3.4 and let \(\rho =r_1\), \(r=r_n\), i.e.
In the second inequality, the first term follows from the initial smallness condition (3.1) when \(n=2\), from (3.6) when \(n>2\), and the third term is always due the the initial smallness condition (3.1). In the fourth inequality, we use the assumptions \(\{(3.3)_k\}_{2 \le k \le n}\).
Combining the estimates yields
then we choose \(\epsilon > 0\) such that
This concludes the proof. \(\square \)
Next we show the second local regularity result.
Proposition 3.8
There exists an absolute constant \(\tau >0\) with the following property. Suppose that we have a weak solution set \((u,p,\nu ,\mu )\) of the Navier-Stokes equations in \({\mathbb {R}}^6\) satisfying
for a point \(x_0 \in {\mathbb {R}}^6\), then \(\Vert u\Vert _{L^{\infty }(B_{r_0}(x_0))} < C \) for some \(r_0 > 0\) which depends on \(x_0\). Moreover, the concentration measures \(\mu \) and \(\nu \) vanish in \(B_{r_0}(x_0)\).
Proof
Without loss of generality, fix \(x_0=0 \in {\mathbb {R}}^6\). For \(\rho >0\), choose the cut-off function \(\phi \psi _1 \in C_c^{\infty }(B_{\rho }(x_0))\) with \(\rho \in (0, \frac{1}{2})\) and \(\theta \in (0,\frac{1}{2}]\), then we get the following local energy inequality from (2.17),
This yields
where
For \(I_1,I_3\) and \(I_4\), we simply use Hölder’s inequality and the bounds in Lemma 3.6, i.e.
For \(I_2\), Lemma 3.3 yields
For \(I_5\), we have
Plug (3.9), (3.10) and (3.11) into (3.8), we get
In the second inequality, we use Young’s inequality to combine the terms involving G. The third inequlity follows from Sobolev inequality in Lemma 3.3. Also, we absorb \(C \theta ^2 A(\rho ) D(\rho )\) into \(C \theta ^2 D(\rho )\) since \(A(\rho )\) is bounded from the definition.
Note that Lemma 3.5 yields
Taking the sum of (3.12) and (3.13) yields
where \(E(x_0,\rho ) := A(x_0,\rho ) + A_c(x_0,\rho ) + D(x_0,\rho ) + \theta ^{-8} K^{4/3}(\rho )\). Here we use the fact \(\theta \in (0,\frac{1}{2})\) to combine some terms of lower order.
Finally, we choose \(\theta \) small enough such that \(C\theta <\frac{1}{2}\). Since
we can choose \(\tau \) suitably small such that there exists \(\rho _0>0\) such that for any \(\rho \in (0, \rho _0)\),
with \(\tau '\) to be determined. Therefore, (3.12) becomes
We could choose \(k_0\) large enough such that
Note that we can bound \(G+G_c\) by \(A+A_c+D\) by means of Lemma 3.3, then we can bound \(G(\theta ^k_0 \rho _0)+G_c(\theta ^k_0 \rho _0)+K(\theta ^k_0 \rho _0)\) by \(E(\theta ^k_0 \rho _0)\). Now we can choose \(\tau '\) small enough to ensure the smallness condition (3.1), then we apply Corollary 1.2 to conclude the proof. Note that \(3q-6>0\), so the smallness condition about f will be satisfied for certain radius anyway. \(\square \)
Finally, we estimate the size of the singular set of weak solution sets. We give a definition to the singular set of weak solution sets.
Definition 3.9
Suppose that \((u,p,\nu ,\mu )\) is a weak solution set of the stationary Navier-Stokes equation in \({\mathbb {R}}^6\). A point \(x_0 \in {\mathbb {R}}^6\) is called a regular point if \(u \in L^{\infty }(B_r(x_0))\) for some \(r>0\). Otherwise, \(x_0\) is called a singular point. The singular set is the set of all singular points.
Proof of Theorem 3.2 and Theorem 1.1
Theorem 3.2 follows from Proposition 3.8 by a standard covering argument and the fact
For the standard covering argument, we refer to [1] or [20].
For Theorem 1.1, the existence is proved in Lemma 2.1. Remark 2.9 shows that (u, p) satisfies the stationary Navier-Stokes equations in the sense of distributions. Proposition 2.13 proves the local energy inequalities. The partial regularity of u is contained in Theorem 3.2. \(\square \)
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I would like to thank my advisor Michael Struwe for reading my draft and giving me helpful feedback.
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Wu, B. Partially regular weak solutions of the stationary Navier-Stokes equations in dimension 6. Calc. Var. 61, 152 (2022). https://doi.org/10.1007/s00526-022-02273-w
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DOI: https://doi.org/10.1007/s00526-022-02273-w