Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences
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Growth of Sobolev norms and loss of regularity in transport equations

Gianluca Crippa

Gianluca Crippa

Department of Mathematics and Computer Science, University of Basel, Spiegelgasse 1, 4051 Basel, Switzerland

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Tarek Elgindi

Tarek Elgindi

Mathematics Department, Duke University, 120 Science Drive, Durham, NC 27708-0320, USA

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Gautam Iyer

Gautam Iyer

Department of Mathematical Sciences, Carnegie Mellon University, Pittsburgh, PA 15213, USA

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    Abstract

    We consider transport of a passive scalar advected by an irregular divergence-free vector field. Given any non-constant initial data ρ¯Hloc1(Rd), d2, we construct a divergence-free advecting velocity field v (depending on ρ¯) for which the unique weak solution to the transport equation does not belong to Hloc1(Rd) for any positive time. The velocity field v is smooth, except at one point, controlled uniformly in time, and belongs to almost every Sobolev space Ws,p that does not embed into the Lipschitz class. The velocity field v is constructed by pulling back and rescaling a sequence of sine/cosine shear flows on the torus that depends on the initial data. This loss of regularity result complements that in Ann. PDE, 5(1):Paper No. 9, 19, 2019.

    This article is part of the theme issue ‘Mathematical problems in physical fluid dynamics (part 1)’.

    1. Introduction

    This article concerns the effect of transport by an irregular vector field on a passive scalar. In what follows, we refer to irregular transport as transport by a vector field that does not possess Lipschitz regularity in the space variable.

    It is well known that if the advecting vector field is Lipschitz uniformly in time, the Cauchy–Lipschitz theory applies and the flow is well-defined pointwise in space and time. The flow and its inverse are then also Lipschitz and Lipschitz regularity of the initial data is preserved under the action of the flow. In this case, the unique solution to the linear transport equation is obtained by composing the initial data with the inverse of the flow map.

    The regularity of weak solutions to the transport equation with an irregular advecting velocity field has been extensively studied by many authors (see for instance [17]). In this work, we are interested in loss of regularity for the weak solution of the transport equation, when the advecting vector field is ‘almost Lipschitz’ in space. Our main result constructively shows that for any non-constant, Hloc1(Rd) initial data there is a bounded, compactly supported, divergence-free vector field, which is (uniformly in time) almost Lipschitz in space, such that the solution to the associated irregular transport equation loses its H1 regularity instantaneously. More precisely, fix any (non-constant) initial data in Hloc1(Rd), with d2. We produce a bounded, compactly supported, divergence-free vector field, depending on the initial data, which is (uniformly in time) in the Sobolev space Wr,p, for every r0 and p[1,) such that r<1+d/p. (We recall r=1+d/p is the critical threshold for the Sobolev embedding, threshold above which Wr,p embeds into the Lipschitz space W1,.) Moreover, the vector field is constructed so that the solution of the associated transport equation is not in Hloc1 for any t>0. The loss of regularity is due to an amplification effect on the derivative of the solution by the action of the advecting flow.

    To fix notation, we denote the passive scalar by ρ=ρ(x,t), x=(x1,x2,,xd)Rd, t0, and the advecting field by v=v(x,t). We assume ρ is a weak solution of the linear transport equation

    tρ+vρ=0,1.1
    on Rd×[0,), with initial data ρ¯(x).

    The function spaces mentioned above follow standard notation. Namely, for kZ+ and 1p, the space Wk,p(Rd) is the Sobolev space defined by

    Wk,p(Rd)={fLp(Rd)αfLp(Rd),|α|k},
    where we have used the multi-index formalism for derivatives. When r>0 is not an integer Wr,p denotes the fractional Sobolev space which is defined by interpolation (see [8] for a comprehensive introduction). For p=2, the space Wr,2 coincides with the space Hr, defined via the Fourier Transform.

    The loss of regularity result presented here extends the results by some of the authors in [9]. There, it was proved that there exists a smooth, compactly supported initial data ρ¯ and a vector field vL([0,);W1,p(Rd)), for 1<p<, such that the weak solution ρ of (1.1) does not belong to Hs for any s>0 instantaneously in time. By contrast, we are able to show loss of regularity for all non-constant initial data in Hloc1 (with v depending on the initial data), but we can only prove ρ(,t)Hlocs, for any s1 and for all t>0. (We also mention that in [10], the authors prove, non-constructively, that loss of regularity is a generic phenomenon in the sense of Baire’s Category Theorem.)

    In both [9] and this work, we construct at the same time the vector field v and the advected scalar ρ via an iterative procedure starting from a pair u0, θ0 (where θ0 solves the transport equation with advecting field u0) which acts as a building block, and applying a suitable sequence of rescalings, where each rescaling produces a pair un, θn. In [9], u0 is a vector field that mixes a certain initial tracer configuration optimally in time, and one can control the growth of the Hs norm of θ0 from below for all s>0 via interpolation, since u0 drives all negative Sobolev norms of the tracer to zero exponentially fast. The action of each rescaling is to accelerate the growth of the Hs-norms of θn as n. The different un and θn are combined to give rise to the vector field v and associated weak solution ρ of (1.1), the Sobolev norms of which blow up for any t>0. This result is optimal from the point of view of the loss of regularity, in the sense that the only regularity that is propagated generically by a velocity field with the same regularity as v is essentially a ‘logarithm’ of a derivative [11,12]. We mention also the related work [13], where the author gives an example of a divergence-free vector field in H1 such that its flow is not in any Sobolev space with positive regularity. This construction is random at its core, while the one in [9] is deterministic and explicit.

    In this note, we also use a suitable sequence of rescalings of basic flows. These flows are constructed in such a way as to lead to growth in time of the H1 Sobolev norm of any initial data for the passive scalar. Although the vector field depends on the initial data, it enjoys universal bounds. The vector fields are constructed using shear flows and, after rescaling, the growth happens on certain cubes that depend on the initial data ρ¯ for (1.1).

    Our main result is the following.

    Theorem 1.1.

    Let ρ¯Hloc1(Rd), d2, be a non-constant function. There exists a compactly supported divergence-free vector field vL([0,)×Rd), depending on ρ¯, such that the following hold:

    (a)

    The velocity field v is smooth except at one point in Rd. Moreover,

    vL([0,);Wr,p(Rd))for everyp[1,),andr<dp+1.

    (b)

    The unique weak solution of (1.1) in L([0,);Lloc2(Rd)) with initial data ρ¯ is such that

    ρ(,t)Hloc1(Rd)for everyt>0.

    As mentioned earlier, if r>d/p+1 and vL([0,);Wr,p(Rd)), then the Sobolev embedding theorem implies that v is Lipschitz in space, uniformly in time. This in turn implies that H1 regularity of the initial data is preserved and so the threshold r<d/p+1 above cannot be improved.

    The main idea behind the proof is as follows:

    (1)

    The first step is an elementary observation about periodic functions. Take any non-constant periodic function ϕ¯. Then, we claim at least one sine or cosine shear flow parallel to one of the coordinate axis must increase the H1 norm of ϕ¯ by a constant factor (see lemma 2.1, below).

    (2)

    By localizing and rescaling the above flow, we can obtain a countable (shrinking) family of separated cubes that cluster at one point, so that in each cube, the flow increases the H1 norm of the advected scalar by a larger and larger factor (see §3, below).

    (3)

    Now, we need to ensure that the rescaling factors and the location of the cubes can be chosen so that the H1 norm of the solution diverges at any positive time, but the velocity field remains sufficiently regular. Our choice ensures vWr,p for every r below the critical Sobolev embedding threshold (i.e., r<d/p+1).

    The rest of the paper is organized as follows. In §2, we introduce the basic building block in the construction and show how the building block leads to growth of the Sobolev norms for solutions of the transport equation (1.1). Then, in §3, we conclude the proof of loss of regularity. Lastly, in §4, we draw some conclusions.

    Throughout the paper, we denote the total mass of any measurable (with respect to the d-dimensional Lebesgue measure) set Ω by |Ω|, while 1Ω denotes the indicator function of the set Ω. The symbols , denote bounds which hold up to a generic constant that may change from line to line.

    2. Construction of the basic flow and growth of Sobolev norms

    The aim of this section is to carry out the first step in the proof of the main theorem. We first prove the elementary observation (lemma 2.1, below) that for any non-constant periodic function, at least one sine or cosine shear along a coordinate axis can be used to increase its H1 norm by a constant factor. Next, we lift this construction to compactly supported cubes in Rd, and iterate to obtain exponential growth in time (proposition 2.2, below). This will be the basic building block that will be rescaled and used in subsequent steps in §3.

    To notationally separate the construction of our building block from the actual rescaled flow in theorem 1.1, in this section, we use u to denote the advecting velocity field on the torus and ϕ to denote the passively advected (periodic) scalar with initial data ϕ¯. For convenience, we will work with 8-periodic functions on the d-dimensional torus Td obtained by identifying parallel faces of the cube [0,8]d.

    Lemma 2.1.

    Let A>0 and define f1,f2:RR by

    f1(z)=Asin(2πz)andf2(z)=Acos(2πz),
    and let Ω0Td, d2, be a piecewise C1 domain. For any ϕ¯H1(Td), T>0, there exists a divergence-free velocity field U (depending on 1Ω0ϕ¯ and T) such that the following hold:
    (i)

    The velocity field U is a shear flow of the form

    U(x)=±fi(xj)ej,wherej={j+1j<d,1j=d.2.1
    Here, ejRd is the jth standard basis vector, and xj denotes the jth coordinate of xTd.

    (ii)

    The solution to the transport equation

    tϕ+Uϕ=0,2.2
    on Td with initial data ϕ¯ satisfies
    ϕ(,T)L2(ΩT)2(1+2π2A2T2d)ϕ¯L2(Ω0)2.2.3
    Here, ΩT is the image of Ω0 under the flow map of the shear flow U after time T.

    Proof.

    Given i,i{1,2} and j{1,,d}, we let

    ui,i,j(x)=(1)ifi(xj)ej,
    and we let ϕi,i,j be the solution of the transport equation (2.2) with vector field ui,i,j. We denote by ΩT,i,i,j the image of Ω0 under the flow map of the shear flow ui,i,j after time T. Since
    ϕi,i,j(x,t)=ϕ¯(x(1)ifi(xj)tej),
    we compute
    kϕi,i,j={kϕ¯(1)ifi(xj)tjϕ¯k=j,kϕ¯kj.
    We square the expression above and sum over i,i. Using the fact that ifi2=A2, integrating over ΩT,i,i,j, and changing variables back to the original domain Ω0 gives
    i,ikϕi,i,jL2(ΩT,i,i,j)2={4jϕ¯L2(Ω0)2+8π2A2T2jϕ¯L2(Ω0)2k=j.4kϕ¯L2(Ω0)2kj,
    Summing over k{1,,d} and j{1,,d} then shows that
    i,i,jϕi,i,jL2(ΩT,i,i,j)2=4dϕ¯L2(Ω0)2+8π2A2T2ϕ¯L2(Ω0)2.
    Since there are 4d terms on the sum on the left, there must exist one term that is at least a 1/(4d) fraction of the right-hand side. This immediately yields (2.3) as claimed. ▪

    Our next task is to show that for any (non-constant) initial datum, we can find a smooth compactly supported divergence-free vector field in Rd for which the solution to the transport equation grows exponentially in H1. This is the main result of this section, and is what will be used in the proof of theorem 1.1.

    Proposition 2.2.

    Let θ¯Hloc1(Rd), d2, and fix α>0. There exist a constant C(α,d) (independent of θ¯) and a divergence-free vector field u:Rd×[0,)Rd (depending on θ¯) such that u is piecewise constant in time, is supported on the cube Ω~0=(3,4)d, satisfies the bound

    sup0τ<u(,τ)C1(Rd)C(α,d),
    and the following two assertions hold:
    (i)

    The unique solution of the transport equation

    tθ+uθ=0,2.4
    in Rd with initial data θ¯, satisfies
    θ(,n)L2(Ω0)eαnθ¯L2(Ω0),
    for all non-negative integer times nN. Here Ω0 is the cube (0,1)d in Rd.

    (ii)

    For all times t0, the above solution θ satisfies

    θ(,t)L2(Ω~0)eαtβθ¯L2(Ω0).2.5
    Here, β is a constant that depends on α and d, but not on θ¯.

    Remark 2.3.

    With minor modifications to the proof one can ensure that the velocity field u in proposition 2.2 is in fact smooth, and satisfies u(,t)CkC(α,d,k) for all t0.

    The proof of proposition 2.2 consists of two steps. The first step involves pulling back the shear flow on the torus from lemma 2.1 to a compactly supported flow in Rd. We do this in lemma 2.4, below. Once this is established, we simply iterate this procedure to obtain exponential growth at integer times. Since the norm of u is controlled uniformly in time, the H1 norm at non-integer times can be estimated by giving up a small factor.

    Lemma 2.4.

    Let θ¯Hloc1(Rd), d2, and fix T>0, α>1. There exists a divergence-free vector field u on Rd×[0,) (depending on θ¯, α and T) such that the following hold:

    (i)

    The vector field u is piecewise constant in time, is supported on the cube Ω~0=(3,4)d, and satisfies

    sup0τTu(,τ)C1(Rd)C(d)(1+αT),
    for some dimensional constant C(d)>0 that is independent of θ¯.

    (ii)

    The weak solution of the transport equation (2.4) in Rd with initial data θ¯ satisfies

    θ(,T)L2(Ω0)αθ¯L2(Ω0),
    where Ω0=(0,1)dRd.

    The main idea behind the proof of lemma 2.4 is as follows. Momentarily, suppose d=2 and view Ω0 as a subset of the two-dimensional torus T2 obtained by identifying parallel sides of the square [0,8]2. Now, by lemma 2.1, there is a horizontal or vertical trigonometric shear, U, that increases the H1 norm by a constant factor. Suppose this shear was vertical. In this case, the flow would spread out the initial data over the vertical strip S1, shown in figure 2. The strip S1T2 is topologically an annulus, and so we can find an annulus A1R2 (figure 1) and an area preserving diffeomorphism φ1:A1S1 such that φ1 is the identity on Ω0. We use φ1 to pullback U to a vector field u on A1. This velocity field will spread the initial data out in the track A1. However, since the area of Ω0 is one-eighth the area of A1, one can give up a factor of 8, perform a radial rotation along the track and ensure that the H1 norm in Ω0 itself grows as desired. We now carry out the details.

    Figure 1.

    Figure 1. The rounded octagonal track A1. (Online version in colour.)

    Figure 2.

    Figure 2. The strip S1T2. (Online version in colour.)

    Proof of lemma 2.4.

    Let A1R2 be the rounded octagonal track constructed as follows (figure 1): the region Ω0 is the square (0,1)2R2, the regions Ω0,2, Ω0,4 and Ω0,6 are squares of side length 1. The remaining four regions are quarter annuli with inner radius 2/π1/2 and outer radius 2/π+1/2. These radii are chosen so that the area of each piece is 1. We observe that A1(3,4)2.

    Let S1=(0,1)×(0,8)T2 be the strip of width 1 parallel to the x2 axis (figure 2). Let φ1:A¯1S¯1T2 be an area preserving diffeomorphism such that

    φ1(x)=xfor allxΩ0.
    This map can be explicitly constructed by simply deforming each of the quarter annuli into unit squares, and performing the appropriate rotation on each of the squares Ω0,2, Ω0,4 and Ω0,6.

    In d-dimensions, we define A1=A1×(0,1)d2Rd, and S1=S1×(0,1)d2Td. We observe that A1(3,4)d. We define φ1:A¯1S¯1 by

    φ1(x1,,xd)=(φ1(x1,x2),x3,,xd),
    and note that φ1(x)=x for all x(0,1)d. Finally, for each j{2,,d1} we repeat the above procedure along the jth and (j+1)th axis, and for j=d we do the same along the jth and 1st axis. This yields the regions Aj, and corresponding maps φj:A¯jTd.

    Now, we let ϕ¯ be an H1 extension of (1Ω0θ¯)φ11 to Td. We note that our choice of φj implies (1Ω0θ¯)φ11=(1Ω0θ¯)φj1 for all j{1,,d}. Let A>0 be a large constant that will be chosen shortly. By lemma 2.1, there exist j{1,,d} and a shear flow U on Td, directed along the j-th coordinate axis, such that U is the form (2.1) and

    ϕ(,T)L2(ΩT)2(1+2π2A2T2d)ϕ¯L2(Ω0)2.
    Here, ϕ is the solution of the transport equation (2.2) on Td with initial data ϕ¯. For simplicity, and without loss of generality, we will now assume j=1.

    Next, we let u~:A1Rd be the pullback of U under φ1. That is, we define

    u~=(φ11)(U)=(Dφ11U)φ1.
    Since φ1 preserves the Lebesgue measure, and U=0 we must also have u~=0. Now extend u~ to be a C1 divergence-free vector field supported in (3,4)d, and let θ~ be the solution to the transport equation
    tθ~+u~θ=0,
    in Rd with initial data θ¯. By the construction of u~ and the fact that θ¯=ϕ¯φ1 on Ω0, we must have
    θ~(x,t)=ϕ(φ1(x),t)for allxΩt,
    where Ωt is the image of Ω0 under the flow map of u~ after time t. Hence,
    θ~(,T)L2(A1)2φ11L2ϕ(,T)L2(S1)2φ11L2ϕ(,T)L2(ΩT)2φ11L2(1+2π2A2T2d)ϕ¯L2(Ω0)2α0θ¯L2(Ω0)2,2.6
    where
    α0=φ11L2φ1L2(1+2π2A2T2d).

    To finish the proof, we need to replace the left-hand side of (2.6) with θ~(,T)L2(Ω0)2. To do this, we divide A1 into eight regions of equal measure, and note that on at least one of these regions we must have θ~(,T)L2(Ω0,i)218θ~(,T)L2(A1)2. If we now use a flow, w~, that shifts this region back to Ω0, then we will have the desired inequality. We elaborate on this below.

    The flow w~ above can be constructed as follows: Let U=e2, and view U as a flow on the strip S1Td. Let w~ be the pullback of U2 under the map φ1. By the construction of φ1 we note that for every i{0,7}, the flow of w~ will map the region Ω0,i to the region Ω0,0=Ω0 in time i. (Here Ω0,i=Ω0,i×(0,1)d2A1, where Ω0,i is shown in figure 1 and described at the beginning of the proof.)

    From (2.6), there must exist i{0,,7} such that

    θ~(,T)L2(Ω0,i)218θ~(,T)L2(A1)2α08θ¯L2(Ω0)2.
    With this i, we define the desired velocity field u by
    u(x,t)={u~(x)0tT,w~(x)T<tT+i,
    and let θ solve (2.4) with initial data θ¯. Note θ(,t)=θ~(,t) for all t[0,T], and
    θ(x,T+i)=θ~(φ~w~1(x,i)),
    where φ~w~(,t) is the flow map of w~ after time t. Consequently,
    θ(,T+i)L2(Ω0)φ11L2φ1L2θ(,T)L2(Ω0,i)φ11L2φ1L2α08θ¯L2(Ω0)2αθ¯L2(Ω0),
    provided we choose A=αC(d)/T, for some large dimensional constant C(d) that only depends on d. Note that
    sup0tT+iuC1max{C1(d)A,C2(d)}
    for some dimensional constants C1(d) and C2(d). Thus by rescaling time by a factor of T/(T+i) the velocity field u satisfies all the conditions in the statement of lemma 2.4. This concludes the proof. ▪

    We conclude this section by repeatedly applying lemma 2.4 to prove proposition 2.2.

    Proof of proposition 2.2.

    We first apply lemma 2.4 with T=1 and α=eα to obtain a velocity field u such that

    θ(,1)L2(Ω0)eαθ¯L2(Ω0)andsup0t1u(,t)C1(Rd)C(α).
    Now we apply lemma 2.4 starting at time 1 with initial data θ(,1) to obtain a velocity field u (defined for 1t2) such that
    sup1t2u(,t)C1(Rd)C(α)
    and
    θ(,2)L2(Ω0)eαθ(,1)L2(Ω0)e2αθ¯L2(Ω0).
    Note that the constant C(α) remained unchanged, since we still applied lemma 2.4 for a time interval of length 1. Proceeding inductively we obtain the first assertion in proposition 2.2.

    For the second assertion, we let nN and t[n,n+1). Since the flow of the velocity field u preserves the domain Ω~0, and since sup0t<uC1C(α), we must have

    θ(,t)L2(Ω~0)21C1(α)θ(,n)L2(Ω~0)21C1(α)θ(,n)L2(Ω0)2eαnC1(α)θ¯L2(Ω0)2,
    for some constant C1(α) that depends on α but not θ¯. This immediately implies the second assertion, finishing the proof. ▪

    3. Loss of regularity for the transport equation

    In this section, we conclude the proof of theorem 1.1. The basic idea of the proof resembles very closely that in [9], but with some important differences.

    Both proofs entail an iterative construction in which some ‘building block’ is replicated on a disjoint family of cubes at smaller spatial scales. The building block in [9] is an optimal mixer from [14], which enjoys uniform-in-time bounds on the first-order derivatives and decreases the negative norms of a specific advected scalar exponentially in time. By interpolation, the positive norms of the scalar increase exponentially in time, and roughly speaking the iterative construction entails a rescaling in time that makes the exponential increase an instantaneous blow up, still keeping under control the W1,p norm of the vector field for every p<. By contrast, in the present proof, we rely on the velocity field constructed in §2, which increases the H1 norm of the advected scalar exponentially in time, but in general, it is not mixing. The advantage of this approach is that higher regularity norms of the velocity field are controlled uniformly in time, and that the growth of the Sobolev norm holds for every (non-trivial) advected scalar with initial data in H1. We will therefore be able to keep under control higher Wr,p norms of the vector field uniformly in time, and to show loss of H1 regularity for every such initial data. In fact, since the construction is local, we need only assume that the initial data is locally in H1(Rd).

    The iterative construction becomes however less explicit, since the location and the spatial scale of the family of cubes depend on the initial data, as we need to select the cubes in such a way that the derivative of the initial data is large enough in all of the cubes.

    Proof of theorem 1.1.

    We divide the proof in three steps.

    Step 1. Set-up of the geometric construction. We need to determine a sequence of cubes in Rd on which we replicate rescaled constructions based on proposition 2.2. We denote by Qn a cube of side-length λn (both the location of the cubes and the side-lengths are to be determined), and we denote by Q~n the cube with the same centre as Qn and side-length 7λn. We will make sure that {Q~n} is a disjoint family contained in a bounded set and that it clusters to a point.

    On every Qn and Q~n, we replicate the construction of the velocity field un in proposition 2.2 (we make explicit the dependence of un on the index n, since the velocity field in proposition 2.2 depends on the initial data), rescaling in space by a factor λn and in time by a factor τn (which is also to be determined). We neglect a rigid motion, needed to make the cube Qn concentric and aligned with the cube Ω0 in proposition 2.2, which is irrelevant to compute all needed norms of velocity field and advected scalar. Then we can define the velocity field as a rescaling of the vector field un in proposition 2.2, namely

    vn(x,t)=λnτnun(xλn,tτn),3.1
    and we observe that vn is supported in the cube Q~n. Next, we let
    v=n=1vn.
    Because the vn are supported in disjoint cubes, it is straightforward to show that v is divergence-free and that v is C1 in space outside of a point in Rd, which is given by the limit (in the sense of sets) of the cubes Q~n as n. By remark 2.3, v can be taken smooth outside of this point. We let ρ be the unique weak solution in L([0,T];Lloc2(Rd)) of the transport equation (1.1) with advecting field v and initial data ρ¯ (note that v has compact support).

    By a scaling computation (as in §3.2 of [9]) and using remark 2.3 we see that

    ||v(,t)||W˙r,p(Rd)n=1λnγτn,t>0,
    where
    γ=1r+dp>0.
    But, thanks to the bound (2.5) provided by proposition 2.2, for every nN, we have
    ||ρ(,t)||L2(Q~n)exp(αtτnβ)Mn,t>0,
    where we have set
    Mn=||ρ¯||L2(Qn).
    Therefore, using the fact that we will select the cubes Q~n to be disjoint, it follows that
    ||ρ(,t)||L2(Rd)n=1exp(αtτn)Mn,t>0.

    We conclude that our task is to determine the location of the disjoint cubes Qn and choose the sequences {λn} and {τn} in such a way that

    n=1et/τnMn=,t>03.2
    and
    n=1λnγτn<,γ>0.3.3

    Step 2. Choice of the cubes. We set f=|ρ¯|2Lloc1(Rd), which clearly entails Mn=||f||L1(Qn)1/2. We set

    Ar(x)=1|Qr(x)|Qr(x)f(y)dy,
    where we denote by Qr(x) the cube of side-length r>0 centred at xRd, and we set
    D~={xRd:limr0Ar(x)=f(x)}.
    By the Lebesgue differentiation theorem, we have |RdD~|=0. The assumption that ρ¯ is not a constant function translates into f0, which in turn guarantees the existence of δ¯>0 and of a bounded set DD~, with |D|>0, such that
    xD,limr0Ar(x)=f(x)δ¯>0.
    This means that, for every xD, there exists r¯x>0 with the property
    Qr(x)f(y)dyδ¯2rd,0<rr¯x.

    We can therefore iteratively pick a monotonic sequence {λn} satisfying

    0<λnen,λn0,3.4
    and choose the centres xnD of the cubes in such a way that the cubes Q7λn(xn) are disjoint and, setting Qn=Qλn(xn), we have
    MnCλnd/2,n.3.5
    The existence of the sequences {xn} and {λn} as above is guaranteed by the fact that we can inductively choose xn and λn>0 (small enough) to have
    |Dk=1nQ7λk(xk)|>0,n.
    The fact that D has been chosen to be bounded guarantees that {xn} can be chosen to be a convergent sequence and {Q7λn(xn)} to be contained in a bounded set. We conclude that {Qn} is our desired sequence of cubes.

    Step 3. Choice of the sequence τn and conclusion. The lower bound (3.5) shows that the condition (3.2) for the loss of regularity of the solution holds if

    n=1et/τnλnd/2=,t>0.3.6
    We recall condition (3.3) for the regularity of the velocity field
    n=1λnγτn<,γ>0.3.7
    The sequence {λn} has been implicitly chosen in the previous step to satisfy (3.4). We now show how it is possible to choose the sequence {τn} in such a way that (3.6) and (3.7) hold. To this end, we set
    τn=(log1λn)2.
    The series in condition (3.6) becomes
    n=1et/τnλnd/2=n=1(elog1λn)tlog1λnλnd/2=n=1(1λn)tlog1λnλnd/2=n=1λntlogλn+d/2,
    which diverges since λntlogλn+d/2+ as n for every t>0.

    On the other hand, choosing N=N(γ) so that

    (log1λn)2(1λn)γ/2,nN(γ)
    (recall that λn0), the series in condition (3.7) can be estimated using (3.4) as follows:
    n=1λnγτn=n=1(log1λn)2λnγn=1N(γ)1(log1λn)2λnγ+n=N(γ)λnγ/2n=1N(γ)1(log1λn)2λnγ+n=N(γ)eγn/2,
    which is finite for any γ>0. This concludes the proof of the theorem. ▪

    4. Conclusion

    In this work, we study properties of weak solutions to a linear transport equation, when the advecting velocity is rough, i.e., it has only Sobolev regularity in space.

    We extend the results in [9] to show that, given any non-constant initial data with square integrable derivative, it is possible to choose the advecting vector field in such a way that the solution loses its regularity instantaneously. To be more precise, we measure the regularity of the passive scalar in Sobolev spaces and show that all derivatives of the solution of order greater or equal to 1 blow up in L2 for any t>0. This result shows severe ill-posedness in the sense of Hadamard for the transport equation in Sobolev spaces. This result is sharp in the scale of Sobolev spaces, that is, the vector field in our example belongs to all Sobolev spaces that do not embed in the Lipschitz class.

    Although the construction is not as explicit as in [9], this example is based on a judicious choice of shear flows acting on the torus, then extended to the full space. Our construction is not universal, in the sense that the advecting field depends on the choice of initial data. It is an open question whether one can construct one single vector field that makes the norm of derivatives of the solution blow up for (almost) all initial data. Even though the vector field depends in a strong way on the initial data, the blow-up mechanism described in this work is distinctively linear, since it is based on rescaling and superposing basic flows and solutions.

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    Authors' contributions

    All authors contributed an equal share of the work. They all read and approved the manuscript. All authors gave final approval for publication and agreed to be held accountable for the work performed therein.

    Competing interests

    The authors declare that they have no competing interests.

    Funding

    G.C. was partially supported by the ERC Starting grant no. 676675 FLIRT. The remaining authors were partially supported by the US National Science Foundation through grant nos DMS 2043024 and DMS 2124748 to T.E., DMS 1814147 and DMS 2108080 to G. Iyer, and DMS 1909103 to A.L.M.

    Acknowledgements

    The authors thank Giovanni Alberti for stimulating discussions on loss of regularity for transport equations that led to the problem addressed in this work. They also thank Marco Inversi for a careful reading of the manuscript.

    Footnotes

    One contribution of 14 to a theme issue ‘Mathematical problems in physical fluid dynamics (part 1)’.

    In memory of Charles “Charlie” Doering.

    Published by the Royal Society. All rights reserved.