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On some open questions related to transport equations with critical regularity F. Bouchut 1 1 LAMA, CNRS & Universit e Paris-Est-Marne-la-Vall ee Basel, June 2017 Transport equations with critical regularity 1 Outline 1 A review of


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On some open questions related to transport equations with critical regularity

  • F. Bouchut1

1LAMA, CNRS & Universit´

e Paris-Est-Marne-la-Vall´ ee Basel, June 2017

Transport equations with critical regularity 1

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Outline

1 A review of known results 2 The nonnegativity criterion 3 The need of the gradient of the flow

Transport equations with critical regularity 2

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  • I. A review of known results

A review of known results Transport equations with critical regularity 3

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Cauchy problem for transport equations

⊲ Multidimensional transport problem : (1) ∂tu + divx(bu) + lu = f , where t > 0, x ∈ RN, u(t, x) ∈ R is the unknown, and b(t, x) ∈ RN is given. The functions l(t, x), f (t, x) are given. The problem (1) is completed by a Cauchy data (2) u(0, x) = u0(x). ⊲ Characteristics are given by the ODE on s → X(s) (3) dX ds = b(s, X), X(t) = x. Denoting X(s, t, x) = Xt,x(s), if l = − div b and f = 0 we get (4) u(t, x) = u0(X(0, t, x)).

A review of known results Transport equations with critical regularity 4

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Cauchy problem : well-posedness

The problem of transport with rough coefficients : for which coefficients b the Cauchy problem (1) is well-posed ? The real problem is uniqueness (and weak stability) ⊲ [DiPerna, Lions 1988] The problem is well-posed if (5) div b ∈ L∞, ∇xb ∈ L1

loc.

More precisely, there is existence and uniqueness of a weak solution u ∈ C([0, T], L1

loc(RN)), as well as stability under the assumption of uniform bounds in

L∞ on b and div b, and of convergence of b in L1

loc.

⊲ [Ambrosio 2004] has proved that it works also for b ∈ L1(0, T, BVx).

A review of known results Transport equations with critical regularity 5

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Renormalisation

The proof of DiPerna-Lions and of Ambrosio is based on the renormalisation property Prove that any function u(t, x) ∈ L∞ such that ∂tu + b · ∇xu ∈ L1

loc verifies for all

smooth nonlinearity β (6) “ ∂t + b · ∇x ”“ β(u) ” = β′(u) “ ∂t + b · ∇x ” u.

A review of known results Transport equations with critical regularity 6

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Renormalisation and uniqueness of weak solutions

In general, for a coefficient b ∈ L∞ such that div b = 0 (more general results are possible), we have Proposition [Bouchut, Crippa, 2006] There is equivalence between the following properties : (i) Uniqueness forward and backward of weak solutions, (ii) The Banach space of functions u ∈ C([0, T], L2weak) such that ∂tu + div(bu) ∈ L2 with the norm of the graph supt uL2 + ∂tu + div(bu)L2 has as dense subspace the space of functions C ∞ with compact support in x, (iii) Any weak solution to ∂tu + div(bu) = 0 is strongly continuous in time, u ∈ C([0, T], L2) and is renormalized, i.e. (7) ∂t(β(u)) + div(bβ(u)) = 0 for any smooth nonlinearity β.

A review of known results Transport equations with critical regularity 7

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Renormalisation and uniqueness : counterexamples

Counterexamples built by [N. Depauw, 2003] and [Bressan 2002] show that there are vector fields b ∈ L∞ on R2 with div b = 0 such that alternatively : The Cauchy problem has a unique weak solution, but it is not renormalized, nor strongly continuous in time The Cauchy problem has several renormalized solutions In these counterexamples, the coefficient b is ”almost” BV. There are also renormalized solutions that are not strongly continuous in time.

A review of known results Transport equations with critical regularity 8

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Renormalisation : open problems

⊲ The issue of renormalisation remains open in the case b ∈ BDx (i.e. the symmetric part of ∇xb is a measure). ⊲ The issue of renormalisation remains open in the case when b does not necessarily have a bounded divergence, but b has only bounded compression. This means that there exists ρ(t, x) such that (8) 0 < 1 L ≤ ρ(t, x) ≤ L < ∞, ∂tρ + divx(ρb) = 0. If b ∈ BVx, do we have the renormalisation property ? [Bianchini, Bonicatto, Gusev 2016] : 2d case. ⊲ Bressan’s conjecture If we have a sequence of (smooth) coefficients bn bounded in L∞ ∩ BV and with uniformly bounded compression, then the flow Xn is compact in L1

loc.

⊲ If additionally div bn is boudned in L∞, is it possible to establish an explicit estimate

  • f compactness of Xn ?

A review of known results Transport equations with critical regularity 9

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Other contexts

⊲ For coefficients b with div b ∈ L1, but instead the one-side Lipschitz condition (OSLC) (9) ∇xb + (∇xb)t ≤ C, the situation is quite different from the case with bounded divergence. For example one has a Lipschitz forward flow [Filippov 1967]. ⊲ One has naturally measure solutions to the forward problem, and Lipschitz solutions to the backward problem. There is concentration on the discontinuities of b. Example : b(t, x) = −sign(x) in 1d. ⊲ [Bouchut, James, Mancini 2005] notion of reversible solutions to the backward problem, and measure solutions to the forward problem by duality formulas. ⊲ [Bianchini, Gloyer 2011] Stability of the flow.

A review of known results Transport equations with critical regularity 10

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Other contexts

⊲ In the autonomous bidimensional case x ∈ R2, b = b(x), and with the regularity div b ∈ L∞, a particular structure appears. If div b = 0, we can write (10) b = ∇⊥H, for a scalar hamiltonian H(x). Then H has to be constant along characteristics. ⊲ In [Bouchut, Desvillettes 2001], we prove that for b ∈ C 0 and (11) H({x | b(x) = 0}) has null measure in R, then there is uniquenes for the Cauchy problem. ⊲ This result has been generalized with less regular coefficients by [Hauray 2003], the most general result is by [Alberti, Bianchini, Crippa 2014], who prove that the condition (11) is necessary and sufficient to have uniqueness.

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The superposition approach

⊲ Introduced by L. Ambrosio, establishes a link between nonnegative measures solutions to the transport equations and characteristics. ⊲ Let ΓT = C([0, T], RN). If η ∈ M+(RN × ΓT) is a measure concentrated on the set of pairs (x, γ) such that γ is a solution to the ODE with γ(0) = x. We define for t ∈ [0, T] (12) ∀ϕ ∈ Cb(RN), µη

t , ϕ =

Z

RN×ΓT

ϕ(γ(t))dη(x, γ). Then under the integrability condition (13) Z T Z

RN×ΓT

|b(t, x)| dηdt < ∞, the measure µη

t is solution to the transport

(14) ∂tµη

t + divx(bµη t ) = 0.

One calls µη

t a superposition solution.

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The superposition approach

⊲ Theorem [Ambrosio 2004]. Let µt ∈ M+(RN) a solution to the transport problem (15) ∂tµt + divx(bµt) = 0, and assume that (16) Z T b(t, .)p

Lp(µt)dt < ∞

for some p > 1. Then µt is a superposition solution, i.e. there exists η ∈ M+(RN × ΓT) such that µt = µη

t for all t ∈ [0, T].

⊲ One deduces results of uniqueness for the transport of nonnegative measures, knowing the uniqueness of characteristics. ⊲ It does not work for signed measures. ⊲ This theory is used by [Ambrosio, Colombo,Figalli 2015] to provide a local theory of characteristics, that can be not defined for all times.

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Lagrangian approach

In the Lagrangian approach one looks for X(s, t, x) solution to (17) ∂sX = b(s, X), X(t, t, x) = x. Once known X, one has representation formulas for the solution. For example for the problem (18) ∂tu + b · ∇xu = 0, u(0, x) = u0(x),

  • ne has the representation

(19) u(t, x) = u0(X(0, t, x)). Principle of the method : Prove existence, uniqueness, and stability of the flow. We can then define the ”good solution” to (18) by the superposition (19). It is then a weak solution that is stable by approximation of b. But : It does not imply uniquenes of weak solutions to (18). On the contrary : Uniqueness of weak solutions to (18) implies uniqueness of the flow solution to (17).

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Uniqueness of the Lagrangian flow

A direct proof of uniqueness has been established by [Crippa, DeLellis 2006], inspired by [Ambrosio, Lecumberry, Maniglia 2005]. It is based on log estimates. ⊲ One considers lagrangian flows X(s, x) with bounded compression, i.e. (fixing initial time to 0), X has to verify (20) ∂sX = b(s, X), X(0, x) = x, and the property of boundedness of the image measure (bounded comrpession) (21) ∀s, ∀A 1 L|A| ≤ |{x : X(s, x) ∈ A}| ≤ L|A|. ⊲ A basic estimate is as follows. Differentiating (20) we get ∂s∇xX = (∇xb(s, X))(∇xX), hence (22) ∂s|∇xX| ≤ |∇xb(s, X)| |∇xX| , ∂s log |∇xX| ≤ |∇xb(s, X)| . This gives formally according to (21) that if ∇xb ∈ M (i.e. b ∈ BVx), then log |∇xX| ∈ M.

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Lagrangian approach

⊲ In contrast with the renormalisation methd, the lagrangian approach gives error estimates. ⊲ Estimates are established by [Crippa, DeLellis 2006] for b ∈ W 1,p, with p > 1. ⊲ It is generalized in [Bouchut, Crippa 2013] to coefficients ∇b = K ∗ g with K singular kernel (that behaves as |x|−N) and g ∈ L1, as well as g ∈ M in special cases of only cross derivatives [Bohun, Bouchut, Crippa 2016]. ⊲ Uniqueness of weak solutions within the same assumption of singular integral of L1 functions has been established recently [Crippa, Nobili, Seis, Spirito 2017]. ⊲ Even if we have an a priori estimate log |∇xX| ∈ M one cannot justify the existence of ∇xX in a classical Sobolev or distributional sense. ⊲ There is even a counter-result [Jabin 2016] : given γ > 0, there exists b ∈ H1 ∩ L∞(R2) with compact support and div b = 0, such that X ∈ W 1,γ.

A review of known results Transport equations with critical regularity 16

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Further results

Known results look almost optimal Stronger structural conditions allow to bypass these optimal results [Champagnat, Jabin, 2010] for an Hamiltonian field b(x, v) = (v, F(x)) with F ∈ L∞ ∩ H3/4, the flow is unique. Some recent works De Lellis, Crippa, Bianchini, Alberti, Mazzucato... reformulate the regularity issue by its mixing properties.

A review of known results Transport equations with critical regularity 17

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  • II. The nonnegativity criterion

The nonnegativity criterion Transport equations with critical regularity 18

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A problem with low integrability

Consider (23) ∂tu + div(au) = 0, u(0, .) = 0, with a ∈ W 1,p, div a ∈ L∞. Is it true that necessarily u ≡ 0 ? ⊲ If u ∈ L∞

t (Lp′) then ok

⊲ If u ∈ L∞

t (Lq), q < p′ then non uniqueness of weak solutions ! But uniqueness of RN

solutions. Failure of dual integrability.

The nonnegativity criterion Transport equations with critical regularity 19

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A conterexample to uniqueness

⊲ Consider the coefficient a(x) = − x |x|, x ∈ RN, N ≥ 2. and the function π(t, x) = ψ(T − t − |x|) |x|N−1 Φ „ x |x| « 1 I|x|<T−t, for some smooth functions Ψ, Φ such that (24) Z

SN−1 Φ = 0,

supp ψ ⊂ (0, ∞). Then one has ∂tπ + div(aπ) = 0 and π(T, .) = 0 ! One has (25) π ∈ Lq forall q < N N − 1, (26) a ∈ W 1,p forall p < N. . Thus 1/p + 1/q > 1. Failure of dual integrability.

The nonnegativity criterion Transport equations with critical regularity 20

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A conterexample to uniqueness

To get the equation, consider ϕ(t, x) with compact support. Then (27) Z πa · ∇ϕdx = lim

ε→0

Z

ε<|x|<T−t

πa · ∇ϕdx = lim − Z

ε<|x|<T−t

div(πa)ϕdx + Z

|x|=T−t

−πϕdσ + Z

|x|=ε

πϕdσ = − Z

|x|<T−t

ψ′(T − t − |x|) |x|N−1 Φ „ x |x| « ϕ dx = Z ∂tπϕ dx This shows that R R π(∂tϕ + a · ∇ϕ)dtdx = 0.

The nonnegativity criterion Transport equations with critical regularity 21

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The nonnegativity criterion

⊲ Criterion of uniqueness of weak solutions (with failure of dual integrability) (28) ∂tu + div(au) = 0, |u| ≤ v (v ≥ 0), ∂tv + div(av) = 0. ”u is dominated by a nonnegative solution”. ⊲ Result in 1d [Bouchut, James 1998], [Gusev 2015]. a ∈ L∞, u, v ∈ L∞, u(0) = 0 imply that u ≡ 0. Idea : u is a solution thus u = ∂xw, ∂tw + a∂xw = 0. w ∈ Lip thus ∂t|w| + a∂x|w| = 0. Multiplying by v we get (29) ∂t(|w|v) + ∂x(a|w|v) = 0. Thus R |w|v is constant, |w|v ≡ 0. But |u| ≤ v thus wu = 0, w∂xw = 0, w = cst = 0. Recent results by Caravenna-Crippa, Bianchini.

The nonnegativity criterion Transport equations with critical regularity 22

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The nonnegativity criterion

⊲ Conjecture (low integrability) : (30) ∂tu + div(au) = 0, (31) a ∈ W 1,p, div a ∈ L∞, u ∈ L∞

t (Lq),

for some p ≥ 1 and q ≥ 1, with u dominated by a nonnegative solution v ∈ L∞

t (Lq).

Then u is unique (u(0) = 0 ⇒ u ≡ 0). ⊲ Conjecture (non integrable divergence) (32) ∂tu + div(au) = 0, (33) a ∈ BV , (div a ∈ L1), u ∈ L∞, for some p ≥ 1 and q ≥ 1, with u dominated by a nonnegative solution v ∈ L∞. Then u is unique (u(0) = 0 ⇒ u ≡ 0). ⊲ Problem : without the domination condition, describe the weak solutions with 0 initial

  • data. ([Bouchut, James 1998] 1d case)

The nonnegativity criterion Transport equations with critical regularity 23

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  • III. The need of the gradient of the flow

The need of the gradient of the flow Transport equations with critical regularity 24

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Motivation from fluid mechanics

Several transport equations arising in fluid mechanics : (34) ∂tλ + u · ∇λ = 0 scalar ∂tω + u · ∇ω − ω · ∇u + w div u = 0 vorticity ∂tρ + div(ρu) = 0 continuity ∂tB + curl(B × u) + u div B = 0 magnetic field ∂tσ + u · ∇σ − ∇u σ − σ(∇u)t = 0 elasticity (“objective derivative”) All these equations have the property that the solution can be formally written in terms

  • f ∇X, where X is the flow associated to u.

(35) λ(t, x) = λ0(X(t, x)) (here there is no ∇X) ω(t, x) = cof (∇X(t, x))tω0(X(t, x)), ρ(t, x) = det(∇X(t, x))ρ0(X(t, x)), B(t, x) = cof (∇X(t, x))tB0(X(t, x)), σ(t, x) = ∇X(t, x)−1σ0(X(t, x))∇X(t, x)−t. Here X(t, x) = X(s = 0, t, x). Thus we need the gradient ∇X of the flow (and ∇u in the equations).

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The gradient of the flow

Formally one has (36) ∂sX = u(s, X), ∂s∇xX = ∇u(s, X)∇xX. [Le Bris-Lions 2001] If u ∈ W 1,1 then there exists a flow X, Y solution to (37) ∂sX = u(s, X), ∂sY = ∇u(s, X)Y . It is associated to the vector field b(t, x, y) = (u(t, x), ∇u(t, x)y), x, y ∈ RN. Moreover, for all r ∈ RN, (38) Y (s, t, x) = lim

ε→0

X(s, t, x + εr) − X(s, t, x) ε a.e. Thus Y = ∇xX in the pointwise sense (but not in the sense of distributions).

The need of the gradient of the flow Transport equations with critical regularity 26

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The gradient of the flow

A log estimate gives ∇xX ∈ log L But this estimate is very weak. ⊲ It does not allow to define ∂xX as a distribution. ⊲ It is even not enough to get (by a kind of Sobolev injection) that X is compact in log L. Recall Bressan’s problem to estimate the compactness of X in terms of only TV (u). Question : is it possible to improve slighly the log estimate as ∇xX ∈ log H? Recall that : L means Lebesgue, H means Hardy.

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Hardy spaces

Recall that for 0 < p < ∞, the Hardy space Hp is defined as (39) u ∈ Hp ⇔ sup

ε |ρε ∗ u| ∈ Lp,

where (40) ρε(x) = ε−Nρ1 “x ε ” , ρ1 ∈ C ∞

c ,

Z ρ1 = 0. ⊲ For p > 1 one has Hp = Lp. ⊲ For p ≤ 1, Lp is a bad space, but Hp is a space of distributions very much like a Sobolev space (Sobolev injections are valid).

The need of the gradient of the flow Transport equations with critical regularity 28

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Hardy spaces

The Hp space (for p ≤ 1) is characterized by an atomic decomposition. Define an atom a ∈ L∞, supp a ⊂ B(x0, R) to be an Hp atom if (41) a∞ ≤ |BR|−1/p and Z xβ a = 0 for all |β| ≤ N( 1 p − 1). Proposition : for all 0 < p ≤ 1, (42) u ∈ Hp ⇔ u = X

k

ckak where ak are Hpatoms, and X |ck|p < ∞. E.M. Stein, Harmonic analysis : real-variable methods, orthogonality, and oscillatory integrals, 1993 (chapter 3).

The need of the gradient of the flow Transport equations with critical regularity 29

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Hardy spaces

Recall that in general [Jabin 2016]) ∇xX ∈ Lγ whatever γ > 0. Question : is it true that ∇xX ∈ log H ? ie (43) Z log „ sup

ε |ρε ∗ ∇xX|

« dx < ∞? Need first to check that log H is a good space... Log estimates have been developed after the works of [Crippa, De Lellis 2006]. Such an estimate (43) would enable eventually new “good theories” for ∇xX.

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Conclusion

Conclusion ⊲ Almost sharp results have been established for transport flows in terms of the regularity of the coefficient. ⊲ Some limit cases like bounded deformation or bounded compression remain open. ⊲ An “unifying theory” is still lacking to include and understand special structures (like Newton’s equations b(x, v) = (v, F(t, x)). ⊲ Key estimates could improve the theory (nonnegative solutions, log estimates).

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