The data-to-solution map of the incompressible Euler equations is continuous but not uniformly continuous on Sobolev spaces, whereas viscosity makes the Navier–Stokes solution map Lipschitz continuous on small data, uniformly in time. This paper identifies the behavior of the solution map for a hybrid system sitting between these two extremes: the incompressible Oldroyd–B model in Rd, d=2,3, in the high-Reynolds-number, high-Weissenberg-number regime. The velocity equation is a forced Euler equation and the only dissipation is a fractional diffusion η(−Δ)β, 21≤β≤1, acting on stress. We prove that, on the ball of small Hs data (s>1+2d) on which global solutions exist, the solution map is Lipschitz continuous with respect to the Hr-norm, r=s−(2β−1), uniformly for all time, and Lipschitz into the natural dissipation spaces; the constant is explicit and tends to 3 as the size of the data tends to zero. Consequently the map is Hölder continuous into Cb([0,∞);Hs′) for every s′<s, and is Lipschitz in Hs itself when β=21. Thus, although the velocity field is only transported, the solution map behaves like that of the Navier–Stokes equations rather than that of the Euler equations. The proof exploits the damped wave structure generated by the coupling between u and ∇⋅τ through a Lyapunov functional with a cross term (δu,∇⋅δτ)Hr−β, which transfers the stress dissipation to the velocity difference, together with a low-frequency interpolation argument that keeps all Gronwall coefficients integrable on (0,∞). The loss of 2β−1 derivatives is exactly the gap between the hidden velocity dissipation of order 2(1−β) and the dissipation required by the Lipschitz estimate, and we show that it cannot be reduced by the energy method.
Introduction
The regularity of the data-to-solution map is one of the most fundamental and delicate aspects of the well-posedness theory of nonlinear fluid equations, and it separates viscous from inviscid flows in a sharp way. Consider the incompressible flow of a homogeneous fluid in Rd, d=2,3,
where u is the velocity, p the pressure and ν≥0 the kinematic viscosity; (1.1) is the Navier–Stokes equation when ν>0 and the Euler equation when ν=0 (see [35, 20] for comprehensive accounts). For the Navier–Stokes equations with d=3, Fujita and Kato [30] constructed, for initial data small in the critical space H˙21(R3), a unique global solution in C([0,∞);H˙21)∩L2(0,∞;H˙23). An important feature of the Fujita–Kato theory, developed in detail in the book of Bahouri, Chemin and Danchin [20 Chapter 5], is that the solution map is Lipschitz continuous uniformly in time: if u and v are the solutions emanating from two small data u0 and v0, then
with C depending only on ν and the size of the data. Viscosity damps the high frequencies of the difference u−v and produces the space-time integrability that makes the Gronwall argument behind (1.2) close on the whole half-line.
The situation for the Euler equations is entirely different. Himonas and Misiołek [31] proved that the solution map of the incompressible Euler equations is continuous but not uniformly continuous from bounded subsets of Hs(Rd) into C([0,T];Hs(Rd)), s>1+2d, no matter how small T>0 is; Inci [32] subsequently showed that the fixed-time map u0↦u(T) is nowhere locally uniformly continuous and nowhere Fréchet differentiable on its natural domain. The mechanism behind this loss of regularity is the transport structure of the Euler equations, which allows nearby data to be stretched apart by the flow at a rate that cannot be controlled uniformly. We stress that the failure of uniform continuity in [31, 32] concerns the Hs topology, in which the solutions themselves live: if the difference of two Hs solutions is measured one derivative lower, in Hs−1, then the classical energy estimate for the difference closes and the solution map of the Euler equations is Lipschitz from bounded subsets of Hs into C([0,T];Hs−1) (see, e.g., [20 Chapter 7]). This Lipschitz bound, however, costs a full derivative and, because the Gronwall coefficient ∥∇u∥L∞ is not integrable on (0,∞), it holds only on bounded time intervals, with a constant that grows exponentially in T.
The purpose of this paper is to determine which of these two behaviors is exhibited by a hybrid system in which the velocity equation is inviscid but a second, coupled unknown carries a (fractional) dissipation. The model we consider is the incompressible Oldroyd–B system for viscoelastic fluids in the high-Reynolds-number, high-Weissenberg-number regime,
where u=u(x,t) is the velocity field, p=p(x,t) the scalar pressure and τ=τ(x,t) the non-Newtonian (polymeric) stress, a symmetric d×d matrix. Here D(u) and W(u) denote the symmetric and antisymmetric parts of the velocity gradient,
D(u)=21(∇u+(∇u)⊤),W(u)=21(∇u−(∇u)⊤),
and, for a fixed constant b∈[−1,1], the bilinear term
Q(τ,∇u)=τW(u)−W(u)τ−b(D(u)τ+τD(u))
encodes the objective (frame-indifferent) rotation and stretching of the elastic stress by the flow. The fractional Laplacian (−Δ)γ is defined through the Fourier transform, (−Δ)γf(ξ)=∣ξ∣2γf^(ξ), and we write Λ=(−Δ)21. The parameters η>0 and 21≤β≤1 are constants; β=1 is the standard diffusive-stress model, while β<1 describes nonlocal diffusion in the stress.
The Oldroyd–B model is one of the most widely used constitutive systems for incompressible viscoelastic fluids, typically a Newtonian solvent carrying long elastic polymer chains. It can be derived as an exact moment closure of a Navier–Stokes–Fokker–Planck system for dilute suspensions of Hookean dumbbells; the stress τ is (up to a multiple of the identity absorbed in the pressure) the deviation of the conformation tensor from equilibrium. The general model contains a viscous term ν(−Δ)αu in the momentum equation and a damping term aτ in the stress equation, with ν∼1/Re and a∼1/We, where Re and We are the Reynolds and Weissenberg numbers. The system (1.3) is the limiting case Re=We=∞: the solvent is inviscid, the stress relaxation is absent, and the sole regularizing mechanism is the wave-number dependent dissipation η(−Δ)βτ. This is precisely the regime that is most challenging both numerically and analytically, and the one where the interaction between the velocity and the stress plays the decisive role.
Even the most fundamental questions for (1.3), such as the global existence of solutions and their stability, are far from trivial. The two equations are tightly coupled: the velocity is driven by ∇⋅τ, while the stress is driven by ∇u through D(u) and Q(τ,∇u). Without the stress, the velocity equation is the Euler equation, whose solutions can develop small scales extremely rapidly. In two dimensions the gradient of the vorticity ω=∇×u obeys
∥∇ω(t)∥Lp≲(∥∇ω0∥Lp)exp(∥ω0∥L∞t),2≤p≤∞,
and Kiselev and Šverák [34] showed that this double-exponential rate is actually attained (see also [25, 38]). In three dimensions, Elgindi [26] proved that C1,α solutions of the Euler equations can blow up in finite time (see also [27]), and Chen and Hou [21] established finite-time blow-up for smooth data in the presence of a boundary. In the absence of velocity dissipation there is therefore no reason, a priori, to expect the Hs-norm of u to remain bounded, let alone to expect a stable dependence on the data; whatever control one obtains must come from the stress equation through the coupling.
That such control is available was discovered by Constantin, Wu, Zhao and Zhu [24]. Applying the Leray projection P=I−∇Δ−1∇⋅ and using P∇⋅D(u)=21Δu for divergence-free u, they observed that any solution of (1.3) also solves the system of damped wave equations
The structure of (1.4) is remarkable: although the velocity equation in (1.3) contains no dissipation whatsoever, the coupling with τ endows u with both a damping and a dispersive mechanism. At the level of the Fourier symbol, λ2+η∣ξ∣2βλ+21∣ξ∣2=0, the slowly decaying mode at high frequencies behaves like λ≈−2η1∣ξ∣2(1−β), so that the velocity effectively experiences a fractional dissipation of order 2(1−β). Exploiting this structure through a Lyapunov functional containing the cross term (u,∇⋅τ)Hs−β, [24] obtained the small-data global well-posedness and stability of (1.3) for all 21≤β≤1; the threshold β=21 is the current limit of the theory, and the case 0≤β<21 remains open. The same structure was subsequently used by Wang, Wu, Xu and Zhong [36], who represented (1.4) in integral form and derived sharp large-time decay rates for the solutions. Small-data global solutions of (1.3) in critical Besov spaces were obtained by Wu and Zhao [37], and Chen, Liu, Qin and Ye [22] treated a class of large data in an Lp framework when β=1. For the related models in which the stress damping aτ is kept, small-data global well-posedness without velocity dissipation was established by Elgindi and Rousset [29] in two dimensions and by Elgindi and Liu [28] in three dimensions, and in the fully dissipative case Constantin and Kliegl [23] proved global regularity in two dimensions.
The stability result of [24] is the starting point of the present work. We state it in the form in which we shall use it.
Proposition 1.1 ([24]). Let d=2,3, s>1+2d, η>0 and 21≤β≤1. Assume (u0,τ0)∈Hs(Rd), ∇⋅u0=0 and τ0 is symmetric. There exist ε∗>0 and C∗≥1, depending only on d,s,β and η, such that if ∥u0∥Hs+∥τ0∥Hs≤ε≤ε∗, then (1.3) has a unique global solution (u,τ)∈C([0,∞);Hs(Rd)), and for all t≥0, ∥u(t)∥Hs2+∥τ(t)∥Hs2+∫0t(∥∇u(t′)∥Hs−β2+∥Λβτ(t′)∥Hs2)dt′≤C∗ε2.
In [24] the bound (1.5) is obtained in the form ∥u∥Hs2+∥τ∥Hs2+2∫0t(η∥Λβτ∥Hs2+2k0∥∇u∥Hs−β2)dt′≤Cε2 with a small constant k0=k0(η); (1.5) follows by absorbing η and k0 into C∗. The velocity dissipation ∫0∞∥∇u∥Hs−β2dt in (1.5) is exactly the hidden dissipation of order 2(1−β) predicted by (1.4); it is weaker than the Hs+1 regularization of the Navier–Stokes equations by β derivatives, and it is the only information on u beyond Lt∞Hs that we shall use.
Main result. The main goal of this paper is to understand the behavior of the data-to-solution map of (1.3): does it behave like the solution map of the Navier–Stokes equations, for which (1.2) holds, or like that of the Euler equations, which is not even uniformly continuous? The velocity equation is an Euler equation, the stress dissipation is only fractional and only partially transmitted to u, and the difference of two solutions is subject to the same stretching mechanisms that destroy uniform continuity for the Euler flow. Nevertheless, we show that the solution map is Lipschitz continuous uniformly for all time, with a loss of 2β−1 derivatives, in the spirit of (1.2): the Oldroyd–B system behaves like the Navier–Stokes equations even though its velocity is only transported. Compared with the Euler equations, where a Lipschitz bound is available only in Hs−1 and only on bounded time intervals, the uniformity in time is new for every β∈[21,1]; the loss of regularity is strictly smaller than one derivative when β<1, and there is no loss at all when β=21, so that the endpoint case behaves exactly like the Navier–Stokes equations. The precise statement is the following; for a pair (f,g) we write ∥(f,g)∥Hρ:=(∥f∥Hρ2+∥g∥Hρ2)1/2.
Theorem 1.2. Let d=2,3, s>1+2d, η>0 and 21≤β≤1, and set r=s−(2β−1). There exist ε0∈(0,ε∗] and C1>0, depending only on d,s,β and η, with the following property. Let 0<ε≤ε0 and let (u(1),τ(1)) and (u(2),τ(2)) be the global solutions of (1.3) given by Proposition 1.1 with initial data satisfying ∥u0(i)∥Hs+∥τ0(i)∥Hs≤ε, i=1,2. Then, for all t≥0, (u(1)(t)−u(2)(t),τ(1)(t)−τ(2)(t))Hr≤3eC1ε2(u0(1)−u0(2),τ0(1)−τ0(2))Hr, and, in addition, the differences are Lipschitz in the dissipation spaces, ∫0∞(∥∇(u(1)−u(2))∥Hr−β2+∥Λβ(τ(1)−τ(2))∥Hr2)dt≤C1eC1ε2(u0(1)−u0(2),τ0(1)−τ0(2))Hr2.
Since ∥⋅∥Hr≤∥⋅∥Hs, the right-hand side of (1.6) may of course be replaced by 3eC1ε2∥(u0(1)−u0(2),τ0(1)−τ0(2))∥Hs. Interpolating (1.6) with the uniform Hs bound (1.5) yields uniform continuity, in fact Hölder continuity, into every Hs′ with s′<s.
Corollary 1.3. Under the assumptions of Theorem 1.2, let r≤s′≤s and θ=s−rs′−r∈[0,1] (with θ=0 if r=s). Then for all t≥0,
\begin{split}
&\bigl\|\bigl(u^{(1)}(t)-u^{(2)}(t),\,\tau^{(1)}(t)-\tau^{(2)}(t)\bigr)\bigr\|_{H^{s'}}\\
&\qquad\le \bigl(2\sqrt{C_*}\,\varepsilon\bigr)^{\theta}\bigl(\sqrt3\,e^{C_1\varepsilon^2}\bigr)^{1-\theta}
\bigl\|\bigl(u^{(1)}_0-u^{(2)}_0,\,\tau^{(1)}_0-\tau^{(2)}_0\bigr)\bigr\|_{H^r}^{1-\theta}.
\end{split}
In particular, for every s′<s the solution map is Hölder continuous of exponent 1−θ=s−rs−s′ from the ball {∥(u0,τ0)∥Hs≤ε}, endowed with the Hs (or even the Hr) topology, into Cb([0,∞);Hs′).
(a) The setting in which the difference is measured. The solutions live in Hs, but the Lipschitz estimate (1.6) is stated in Hr, r=s−(2β−1), on both sides: the solution map is Lipschitz on the small Hs-ball with respect to the Hr-topology, and there is no loss between the two sides of (1.6). This is the natural analogue of (1.2), where the data and the solutions are measured in the same space H˙21 while the solutions themselves are more regular. The "loss" of 2β−1 derivatives is the gap between the regularity Hs in which the solutions exist and the regularity Hr in which the map is Lipschitz. It vanishes when β=21: at the endpoint of the global theory the solution map is Lipschitz in Hs itself. This is consistent with the wave structure (1.4): when β=21 the damping η∣ξ∣2β and the wave speed ∣ξ∣ balance at every frequency, and the hidden velocity dissipation (−Δ)1−β=(−Δ)21 is the strongest possible.
(b) Uniformity in time and the explicit constant. The constant 3eC1ε2 in (1.6) is independent of t, and it tends to 3 as ε→0; the factor 3 comes solely from the equivalence between the Lyapunov functional and the Hr-energy, while eC1ε2 is a Gronwall factor whose exponent is the total dissipation budget ∫0∞(∥∇u(i)∥Hs−β2+∥Λβτ(i)∥Hs2)dt of the two reference solutions. Uniformity in time is the heart of the matter and is what distinguishes Theorem 1.2 from a uniqueness or continuous-dependence statement on a bounded time interval, such as those in [24]: a bound of the form ∥∇u(2)∥L∞∥δu∥L22, which is all that is available for the Euler part of the system, produces a Gronwall coefficient that is bounded but not integrable on (0,∞). Every coefficient in our energy inequality is instead a square of one of the Lt2-integrable dissipation norms of (1.5); the low-frequency parts of the difference, which no dissipation controls, are handled by a Gagliardo–Nirenberg interpolation that spreads the dissipation over both factors of the quadratic terms.
(c) Where the loss comes from. The index r=s+1−2β is optimal for the energy method: it is dictated by the single term (Λr(δu⋅∇u(2)),Λrδu), in which the reference velocity appears with one derivative. The velocity difference gains 1−β derivatives from the hidden dissipation and the reference velocity gains 1−β derivatives from (1.5); the term therefore closes with a time-integrable Gronwall coefficient if and only if r+1≤(s+1−β)+(1−β), that is, r≤s+1−2β (see Remark 3.1). This is a statement about the method rather than about the solution map: we do not know whether the map is Lipschitz, or even uniformly continuous, in Hr′ for some r′>r, in particular in Hs itself, when β>21. A negative answer would require a construction in the spirit of [31, 32] for the coupled system, where the stress dissipation competes with the transport mechanism.
Outline of the proof. Let δu=u(1)−u(2) and δτ=τ(1)−τ(2). The linear part of the difference system is the same as that of (1.3), so (δu,P∇⋅δτ) obeys the damped wave equations (1.4) with nonlinearities that are bilinear in the difference and the reference solutions. To capture the dissipation that this structure transfers to δu, we introduce the Lyapunov functional
L(t)=∥δu∥Hr2+∥δτ∥Hr2+2k(δu,∇⋅δτ)Hr−β,0<k≪1,
whose derivative contains, besides the stress dissipation η∥Λβδτ∥Hr2, the velocity dissipation 2k∥∇δu∥Hr−β2 generated by the cross term. The index r−β of the cross term is forced by two requirements: the term −k∥P∇⋅δτ∥Hr−β2 produced by the cross term must be absorbed by the stress dissipation, and the term kη(Λ2βδτ,∇δu)Hr−β must be controlled by the two dissipations; both are possible precisely because 21≤β≤1. The thirteen nonlinear terms are then estimated in § 3 so that each is either absorbed by the dissipation using the smallness of the reference solutions, or bounded by (a dissipation norm)×(the energy)1/2×(a dissipation norm of a reference solution). The last type of bound, after Young’s inequality, yields Gronwall coefficients that are integrable on (0,∞) by (1.5), and Gronwall’s lemma gives (1.6) and (1.7) with the explicit constants. The only places where care is needed beyond standard commutator and product estimates are the low-frequency parts of the quadratic terms, where the difference appears without derivatives and cannot be controlled by any dissipation; these are handled uniformly in d=2,3 and 21≤β≤1 by the Gagliardo–Nirenberg inequality ∥f∥L4≲∥f∥L21−d/4∥∇f∥L2d/4.
Organization of the paper. § 2 collects the notation and the analytic tools (embeddings, product and commutator estimates) with the precise index restrictions they require. § 3 contains the proof of Theorem 1.2 and of Corollary 1.3, and ends with Remark 3.1 on the optimality of r.
Preliminaries
Throughout the paper d∈{2,3}, 21≤β≤1, s>1+2d, and
r:=s−(2β−1)=s+1−2β,σ:=r−β=s+1−3β.
We fix once and for all the following (equivalent) definition of the inhomogeneous Sobolev norm and inner product: for ρ≥0,
For vector or matrix-valued functions the L2 inner product is the sum over all components. With this convention, Plancherel’s theorem and the elementary inequality ∣ξ∣2b≤∣ξ∣2a+∣ξ∣2c for 0≤a≤b≤c give
∥Λbf∥L22≤∥Λaf∥L22+∥Λcf∥L22,0≤a≤b≤c,(2.2)
and in particular ∥Λbf∥L2≤∥f∥Hc for 0≤b≤c and ∥Λbf∥L2≤∥Λaf∥Hc−a for a≤b≤c. We shall repeatedly use the following consequences of 21≤β≤1 and s>1+2d, all of which are immediate:
(For instance r>1+2d−2β+1≥2d, σ>2d−1≥0, and 1−β≤β.) The Leray projection P=I−∇Δ−1∇⋅ is a Fourier multiplier with matrix symbol I−ξ⊗ξ/∣ξ∣2; it is an orthogonal projection on L2 and on every Hρ with the inner product (2.1), it commutes with Λρ, and Pf=f when ∇⋅f=0.
We collect the analytic tools in the next lemma. All constants denoted by C or C0 depend only on d,s,β (never on η, t or the solutions), and A≲B means A≤C0B.
Lemma 2.1. Let d∈{2,3}.
(Sobolev) If ρ>2d, then ∥f∥L∞≲∥f∥Hρ and ∥f∥Lp≲∥f∥Hρ for every 2≤p≤∞. If 0≤a<2d and p1=21−da, then ∥f∥Lp≲∥Λaf∥L2.
(Products) If ρ>2d and 0≤μ≤ρ, then ∥fg∥Hμ≲∥f∥Hρ∥g∥Hμ; in particular Hρ is an algebra.
(Kato–Ponce commutator [33]) If ρ≥1 and 2≤p,q≤∞ with p1+q1=21, then ∥[Λρ,f⋅∇]g∥L2≲∥∇f∥L∞∥Λρg∥L2+∥Λρf∥Lp∥∇g∥Lq, where [Λρ,f⋅∇]g=Λρ(f⋅∇g)−f⋅∇Λρg.
In the commutator estimate we shall use one fixed pair of exponents, chosen so that Λr of a reference velocity can be placed in Lt2 through (1.5) and ∇ of the difference can be placed in the hidden dissipation Hσ. Set
Then 0<b<2d, a=max{2d−σ,21} satisfies 21≤a≤β (because 2d−σ<β is equivalent to r>2d) and a<2d (for d=2 this is a<1, which holds because σ>0), so that 2<p,q<∞, p1+q1=21, and by Lemma 2.1(i) and (2.2),
Let (u(1),τ(1)) and (u(2),τ(2)) be the solutions of Proposition 1.1 with ∥u0(i)∥Hs+∥τ0(i)∥Hs≤ε. We write δu=u(1)−u(2), δτ=τ(1)−τ(2), δp=p(1)−p(2), and introduce the energy and dissipation of the difference,
where (∇δu)ij=∂iδuj. The same identities hold after applying Λr to (3.5), because Λr commutes with ∇ and preserves symmetry and the divergence-free condition. Taking the L2 inner product of (3.5) with (δu,δτ) and of Λr(3.5) with (Λrδu,Λrδτ), and adding, we obtain
Next we exploit the wave structure (1.4) to generate a dissipative term for δu, by computing the time derivative of the cross term (δu,∇⋅δτ)Hσ. Since ∂tδu is divergence-free and P is an orthogonal projection on Hσ,
(∂tδu,∇⋅δτ)Hσ=(∂tδu,P∇⋅δτ)Hσ,
and applying P to the first equation in (3.5) gives ∂tδu=P∇⋅δτ−P(u(1)⋅∇δu)−P(δu⋅∇u(2)). On the other hand, integrating by parts, (δu,∇⋅∂tδτ)Hσ=−(∇δu,∂tδτ)Hσ, and since ∇⋅δu=0,
The two terms 21∥∇δu∥Hσ2 and −∥P∇⋅δτ∥Hσ2 on the left of (3.8) are the difference-level manifestation of the wave structure: the first is the hidden dissipation of δu, the second must be paid for with the stress dissipation. For k>0 to be chosen, define the Lyapunov functional
We now bound J1,…,J13. Each bound is of one of three types: (A) ≲MD, absorbed by the dissipation once ε is small; (B) ≲GE1−γDγ with γ∈(0,1) and a coefficient G built from the reference solutions, such that after Young’s inequality the resulting coefficient of E is bounded by a multiple of F, hence integrable on (0,∞); (C) ≤2kηY21Z21, the linear term J13. Throughout, C0 denotes a constant depending only on d,s,β.
Note that we placed one factor ∥Λrδu∥L2 in the dissipation Y (which is possible since 1≤r≤r+1−β) and the other in the energy; this is what makes the coefficient ∥∇u(1)∥Hs−β appear to the first power in a bound of type (B), rather than as a coefficient of E alone, which would not be integrable in time. In the same way, using ∥Λrδτ∥L22≤Z and ∥Λb∇δτ∥L22≤Z (recall β≤1+b≤r+β since b≤σ),
The terms J3–J6: high-frequency parts. We split Ji=Ji,low+Ji,high, i=3,…,6, according to the two inner products in (2.1). For J3,high we move 1−β derivatives onto the second factor, where they are paid for by Y, and use the algebra property of Hs−β=Hr+β−1 (Lemma 2.1(iii), s−β>2d) together with r+β−1≤r:
where we used that Q is bilinear with constant coefficients, so that ∥Q(f,∇g)∥Hμ≲∥f∇g∥Hμ componentwise, and σ≤s−β.
The terms J3–J6: low-frequency parts. The low-frequency parts are the only place where the difference appears without any derivative, and hence cannot be placed in Y or Z directly; in dimension two this is a genuine obstruction to a uniform-in-time estimate, since H˙1(R2)↪L∞. We use instead the Gagliardo–Nirenberg inequality of Lemma 2.1(ii), which spreads the dissipation over the two factors of the difference, and place the reference solution in L2, where it is controlled by the dissipation norms through (3.3). With γd:=4d∈{21,43},
where we used ∥∇δu∥L22≤Y, ∥∇δτ∥L22≤Z and YZ≤D. When d=2 and β=1 the bounds for J4,low and J5,low are the classical Ladyzhenskaya estimates; the point of the formulation above is that it treats d=2,3 and 21≤β≤1 simultaneously and never uses ∥∇u(2)∥L∞ or ∥τ(1)∥L∞ as a coefficient of the energy.
The cross terms J7–J12. These are bounded directly in Hσ by Lemma 2.1(iii) (with ρ=r, μ=σ), (3.2), (3.3) and (3.4); the projection P is dropped by moving it to the other factor and using ∥P∥≤1:
Choice of k and ε0, absorption, and Gronwall’s inequality
We fix
k:=321min{η,η−1,1},(3.13)
so that k≤41, 2k≤4η and 4k2η≤8k. Then (3.10) and the bound on J13 turn (3.9) into
21dtdL+85ηZ+83kY≤i=1∑12∣Ji∣.(3.14)
Since k≤η, we have 8ηZ+8kY≥8kD. We shall bound ∑i≤12∣Ji∣ by 8kD plus an integrable multiple of E, allotting 24kD to each of the three groups below.
Type (A). The terms J5,high,J7,J9,J11 are bounded by C0M(1+2k)Y21Z21+C0kMY≤2C0MD. We now fix
ε0:=min{ε∗,96C02C∗k,22C∗1},(3.15)
so that, by (3.1), 2C0M≤24k and M≤1 whenever ε≤ε0. Hence the type (A) terms are bounded by 24kD.
Type (B), exponent 21. The remaining terms among J1,J2,J3,high,J4,high,J6,high,J8,J10,J12 are all of the form C0GE21D21 with G∈{∥∇u(i)∥Hs−β,∥Λβτ(i)∥Hs}, so G2≤F. By Young’s inequality (C0GE21D21≤192kD+k48C02G2E for each of the eight terms) their sum is bounded by
24kD+kC0FE.
Type (B), other exponents. For J3,low,J4,low,J6,low we have C0G0E1−γdDγd with G0∈{∥∇u(2)∥L2,∥∇τ(2)∥L2}, and Young’s inequality with exponents γd1 and 1−γd1 gives, for δ>0,
C0G0E1−γdDγd≤δD+Cδ−1−γdγdG01−γd1E.
Here 1−γd1=2 if d=2 and =4 if d=3; in the latter case G04≤M2G02≤G02 by (3.3), and in both cases G02≤F. For J5,low we have C0M1−γd∥∇τ(1)∥L2γdE21−γdD21+γd and Young’s inequality with exponents 1+γd2 and 1−γd2 gives
where 1−γd2γd=2 if d=2 and =6 if d=3; in the latter case ∥∇τ(1)∥L26≤M4∥∇τ(1)∥L22, and in both cases M≤1 and ∥∇τ(1)∥L22≤F. Choosing δ=96k for each of these four terms, their sum is bounded by
24kD+C0k−7FE.
Conclusion. Inserting the three groups of bounds into (3.14) and recalling 8ηZ+8kY≥8kD, we arrive at
which gives (1.7) after enlarging C1 if necessary. This completes the proof of Theorem 1.2. 0◻
Proof of Corollary 1.3. For r≤s′≤s and θ=s−rs′−r, Hölder’s inequality on the Fourier side gives ∥Λs′f∥L2≤∥Λrf∥L21−θ∥Λsf∥L2θ, and then Hölder’s inequality for sums of two terms gives ∥f∥Hs′≤∥f∥Hr1−θ∥f∥Hsθ for the norms (2.1). Applying this to δu(t) and δτ(t), using ∥δu(t)∥Hs2+∥δτ(t)∥Hs2≤2(∥u(1)∥Hs2+∥u(2)∥Hs2+∥τ(1)∥Hs2+∥τ(2)∥Hs2)≤4C∗ε2 and (1.6), the claim follows. ◻
Remark 3.1 (Optimality of r for the energy method). We explain in what sense the loss of 2β−1 derivatives is sharp. The index r=s+1−2β is forced by the term J3,high=−(Λr(δu⋅∇u(2)),Λrδu)L2, in which the reference velocity carries one derivative and no commutator structure is available. This term contains 2r+1 derivatives in total. The resources at our disposal are: the energy, which controls r derivatives of δu with a coefficient that is only bounded in time; the hidden dissipation, which controls r+1−β derivatives of δu in Lt2; and the reference solution, which by (1.5) is controlled in Lt∞Hs and in Lt2Hs+1−β. Suppose we try to close the estimate at a level r′ in place of r. There are two ways to handle J3,high in a uniform-in-time Gronwall argument.
If the term is to enter as a multiple of E, its coefficient must be integrable on (0,∞), so the reference velocity must be measured in Lt2Hs+1−β, and then at most one factor of δu can be placed in the dissipation. The most favorable distribution of derivatives is
Alternatively, the term can be absorbed by the dissipation using the smallness of the reference solution, as in the type (A) bounds. Then the reference velocity may be measured in Lt∞Hs, i.e. ∇u(2)∈Hs−1, but both factors of δu must now be placed in the dissipation: ρ≤min{s−1,r′+1−β} and 2r′−ρ≤r′+1−β, which forces r′≤s−β.
Since s−β≤s+1−2β for β≤1, the best index the energy method can reach is r′=s+1−2β, which is exactly the value of r in Theorem 1.2; the two options coincide only when β=1. In this sense the loss of 2β−1 derivatives is optimal for the energy method, and it is the precise price of the fact that the velocity dissipation generated by the wave structure (1.4) is of order 2(1−β) rather than of order 2.
We emphasize that this is a statement about the method and not about the solution map itself. For β=21 there is no loss, so the result is sharp. For β>21, whether the solution map is Lipschitz, or merely uniformly continuous, in Hr′ for some r′∈(r,s] remains open; a negative answer would require a counterexample in the spirit of [31, 32] for the coupled system, where the stretching mechanism of the transport terms competes with the dissipation transferred from the stress, and we do not pursue this here.
Acknowledgments. Wu was partially supported by the National Science Foundation of the United States under DMS 2104682 and DMS 2309748.
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