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. 2024 May 5;63(5):126. doi: 10.1007/s00526-024-02692-x

On a novel gradient flow structure for the aggregation equation

A Esposito 1,, R S Gvalani 2, A Schlichting 3, M Schmidtchen 4
PMCID: PMC11636749  PMID: 39668934

Abstract

The aggregation equation arises naturally in kinetic theory in the study of granular media, and its interpretation as a 2-Wasserstein gradient flow for the nonlocal interaction energy is well-known. Starting from the spatially homogeneous inelastic Boltzmann equation, a formal Taylor expansion reveals a link between this equation and the aggregation equation with an appropriately chosen interaction potential. Inspired by this formal link and the fact that the associated aggregation equation also dissipates the kinetic energy, we present a novel way of interpreting the aggregation equation as a gradient flow, in the sense of curves of maximal slope, of the kinetic energy, rather than the usual interaction energy, with respect to an appropriately constructed transportation metric on the space of probability measures.

Mathematics Subject Classification: 35A01, 35A15, 35Q20, 35Q70, 82C22

Introduction

In this work we propose a novel, rigorous interpretation of the one-dimensional aggregation equation

tft=v(ftvWft),W(v):=cv3, 1.1

where the probability measure ft describes the distribution of velocities of the system at time t>0. Here, c>0 is some constant to be specified later. Equation (1.1) has been considered in [6, 7, 15, 21] as a kinetic model for the evolution of a granular medium undergoing inelastic collisions. As we shall see in Sect. 1.3, such an equation can, indeed, be formally derived from the inelastic and spatially homogeneous Boltzmann equation.

More recently, Equation (1.1) has been studied as a nonlocal interaction equation with an attractive interaction kernel in, e.g., [8, 14] and references therein, which can be obtained as the mean-field limit of a set of interacting particles, [11], or as a zero inertia limit [20]. In this context, the interaction between individuals is described in terms of their relative positions rather than their relative velocities (i.e., relabelling ‘v’ by ‘x’ in (1.1)). Moreover, it is well-known that the nonlocal interaction equation can be viewed as a 2-Wasserstein gradient flow of the nonlocal interaction energy, [2].

This paper focuses on the kinetic description provided in [7]. We show that (1.1) is a gradient flow of the kinetic energy with respect to a metric that can be understood as a generalisation of the 2-Wasserstein distance, inspired by the approach in [16, 18] and motivated by the formal link with the inelastic Boltzmann equation.

In recent years, gradient flow structures have been proposed for several kinetic equations: for the homogeneous (elastic) Boltzmann equation [18], the linear Boltzmann equation [4], and the homogeneous Landau equation [3, 12]. See also [1] for a different gradient flow description of the inhomogeneous granular medium equation. Recently, the authors of [13] made a connection between the gradient flow structures of the (homogeneous) Boltzmann and Landau equations. These results indicate that an appropriate gradient flow structure can link the inelastic Boltzmann equation and the aggregation equation.

In the remainder of the introduction, we give a formal sketch of the main ideas and the intuition behind our approach, with the inelastic spatially homogeneous Boltzmann equation acting as the starting point of our discussions. We commence by introducing some necessary notation and other preliminary notions in Sect. 1.1. Then, in Sect. 1.2, we discuss the inelastic homogeneous Boltzmann equation. Moreover, we propose a formal gradient flow structure for this equation with the kinetic energy as the natural energy functional. This is important in order to draw the connection with the aggregation equation (1.1), via a formal Taylor expansion which we describe in Sect. 1.3. As a consequence, we can obtain the gradient flow structure of equation (1.1) in Sect. 1.4. We conclude the introduction in Sect. 1.5 with a discussion of the main results and an outline of the rest of the manuscript.

Notation and preliminaries

We use the notation R2 to denote the set {(v,v)R2:vv}. This set often acts as our state space since it is impossible for particles to collide if they move at the same velocity and in the same direction. Furthermore, we denote by Lp(Ω,μ), p1, the Lebesgue spaces on some measure space (Ω,μ) and by Lp(Ω), p1, the standard Lebesgue spaces when Ω is a smooth Euclidean subdomain1 and μ is the Lebesgue measure. In the same setting, we denote by Ck(Ω) the space of k-times continuously differentiable real-valued functions on Ω and Cck(Ω) (resp. C0k(Ω), Cbk(Ω)) the subspace of Ck(Ω) functions that are compactly supported (resp. vanishing at infinity, with bounded derivatives up to order k).

We denote by P(Ω) the set of Borel probability measures on Ω, and we write M(Ω) (resp. M+(Ω)) to denote finite (resp. non-negative) Radon measures on Ω, where Ω is some Euclidean subdomain. Besides, for p1, we denote by

Pp(Ω)={fP(Ω):mp(f):=Ω|v|pdf(v)<},Ppcm(Ω)={fPp(Ω):Ωvdf(v)=0}.

Additionally, will denote by dp, p1, the p-Wasserstein distance, [25]. For two sequences, {fn}nP(Ω) and {Un}nM(Ω) as well as two elements fP(Ω) and UM(Ω), we write fnfP(Ω) if, by duality with continuous and bounded functions, gCb(Ω), there holds

ΩgdfnΩgdf,

as n. In this case, we say {fn}n converges narrowly or weakly to f. Moreover, we write UnU in M(Ω) if, by duality with continuous functions that vanish at infinity, gC0(Ω), there holds

ΩgdUnΩgdU,

as n. When satisfied, we say {Un}n converges weakly- to U.

Likewise, we write UncU in M(Ω) if, by duality with continuous functions with compact support, gCc(Ω), there holds

ΩgdUnΩgdU,

as n. In this case, the induced topology is the vague topology.

The inelastic Boltzmann equation & decay of the kinetic energy

We consider the time evolution of the velocity distribution, ft, of a system of particles that undergo inelastic collisions with coefficient of restitution e[0,1). Throughout this paper, we shall denote by v,v, the pre-collisional velocities and by v,v, the post-collisional velocities, respectively, which can be computed using the following two laws: the reduction of the relative velocity of the particles due to the inelastic collisions

v-v=-e(v-v),

and the conservation of momentum, i.e.,

v+v=v+v.

The limit e1 corresponds to elastic collisions, while e=0 models sticky collisions. Solving for the post-collisional velocities, v,v, we obtain

v=1-e2v+1+e2v,[1em]v=1+e2v+1-e2v.

We now define the weak form of the Boltzmann equation. We refer to the appendix for a formal derivation of the equation from a simple gain-loss argument.

Definition 1.1

(Nonlocal gradient and weak form for the inelastic Boltzmann equation) We define the nonlocal gradient of a function φC0(R) as follows

¯φ(v,v):=φ(v)+φ(v)-φ(v)-φ(v)v-v2(v-v), 1.2

for (v,v)R2, i.e., ¯φ:R2R. A curve f:[0,T]P(R) is a weak solution of the inelastic Boltzmann equation with collision kernel σ=σ(|v|) provided that for all φCc(R) and almost all t[0,T], it holds

φ,tft=12R2σ(v-v)(v-v)¯φ(v,v)dft(v)dft(v). 1.3

The choice of (1.2) is made such that it has the units of inverse velocity and such that it generalises to higher dimensions in a straightforward manner. By considering its negative adjoint in the weighted space L2(R2,σ), we obtain a divergence acting on nonlocal fluxes UM(R2) such that

φ(v)d(¯·U)(v)=-12σ(v-v)¯φ(v,v)dU(v,v). 1.4

In this sense, we obtain that the weak form (1.3) can be cast into the form of a nonlocal continuity equation

tft+¯·Ut=0,

where the associated flux, Ut, is given by

dUt(v,v)=(v-v)dft(v)dft(v). 1.5

Decay of the kinetic energy

For a given velocity distribution, f, we define the kinetic energy as follows

E(f):=12Rv2df(v). 1.6

Due to the fact that collisions between particles are inelastic, one would expect that the post-collisional kinetic energy is less than the pre-collisional energy. In fact, one can see that the post-collisional kinetic energy is related to the pre-collisional kinetic energy via

v2+v2=1+e22(v2+v2)+(1-e2)vv, 1.7

for e[0,1). We now use the weak formulation, (1.3), to show that the kinetic energy decays along a solution of the inelastic Boltzmann equation. By noting that, δEδf=12v2, we use (1.7) to obtain

(v-v)¯v2=v2+v2-v2-v2=-1-e22v-v2,

which, upon substituting φ=δEδf into (1.3), yields

ddtE(ft)=-1-e28R2σ(v-v)v-v2d(ftft)(v,v)0.

For the specific case of Maxwell molecules, that is σ(|a|)=|a|, we have

ddtE(ft)=-1-e28R2v-v3d(ftft)(v,v). 1.8
Remark 1.2

From (1.8), we can heuristically obtain Haff’s law by considering the evolution of a family of local equilibria mη such that E(mη)=η. One then obtains an equation for η of the form

ddtη(t)=ddtE(mη(t))-η(t)32,

which leads to

η(t)11+t2.

Hence, the solutions converge on an algebraic time scale to a Dirac measure. A rigorous proof of this convergence can be found in [22, 23]. From the decay of the kinetic energy in (1.8), it becomes, indeed, clear that the system loses kinetic energy in the long run, i.e., it cools down. This leads to the formation of a Dirac measure as time goes to infinity, which is at the same time a minimiser of (1.6) in the space of probability measures with a fixed centre of mass. Hence, the only stationary states of the system are Dirac measures.

Identification of a novel gradient structure

From our analysis we know that the system is driven by the kinetic energy (1.6), whose first variation δEδf=v22 can be identified in the flux (1.5) by re-expressing it as

dUt(v,v)=-41-e2¯δEδf(v,v)d(ftft)(v,v).

In this way, we can reformulate the homogeneous inelastic Boltzmann equation in its weak form (1.3) as

φ,tft=-21-e2R2σ(|v-v|)¯δEδf(v,v)¯φ(v,v)d(ftft)(v,v),

which by the definition of the divergence from (1.4) becomes

tft=41-e2¯·(ff¯δEδf),

whence we can identify the kinetic relation, also called Onsager operator, between forces2 and fluxes as

Kfψ=-41-e2¯·(ff¯ψ),

which in the weak form becomes

φ,Kfψ=21-e2R2σ(v-v)¯φ¯ψd(ff)(v,v). 1.9
Remark 1.3

(The Onsager operator for elastic Boltzmann and physical kernels) In particular, we observe that Kf is only defined for e[0,1) and becomes meaningless in the elastic limit e1. Nevertheless, it has structural similarities to the Onsager operator introduced in [18] for the homogeneous elastic Boltzmann equation.

Formal derivation of the aggregation equation

This section is dedicated to a formal derivation of the aggregation equation from the inelastic Boltzmann equation. To this end, we consider the weak formulation of the inelastic Boltzmann equation, (1.3). For v close to v and v close to v, i.e., for almost elastic collisions, i.e., e1, by (1.2), we have

¯φ1-e2(φ(v)-φ(v))+O(1-e22|v-v|). 1.10

Substituting this into (1.3) and disregarding all higher order terms, we obtain

φ,tft=(1-e4)R2σ(v-v)(v-v)(φ(v)-φ(v))d(ftft)(v,v). 1.11

Letting the function Σ:RR be such that vΣ(v)=σ(|v|)v, the above equation simplifies to

φ,tft=(1-e4)R2vΣ(v-v)(φ(v)-φ(v))d(ftft)(v,v). 1.12

Unsymmetrising in v and v yields

φ,tft=-(1-e2)R2vΣ(v-v)φ(v)d(ftft)(v,v)=-Rφ(v)R(1-e2)vΣ(v-v)d(ftft)(v,v). 1.13

Choosing

W(v)=1-e2Σ(v),

it is immediate to see that (1.13) is the weak formulation of the aggregation equation

tft=v(ftvWft). 1.14

Note that for the physical kernel, σ(v)=v, the interaction potential for the aggregation equation becomes

W:RR+,v1-e6v3. 1.15

Furthermore, we stress that this expansion relies on the fact e<1 as otherwise the evolution is trivial, i.e., φ,tft=0 in (1.11).

Formal gradient flow structure of the aggregation equation

As previously mentioned, the aggregation equation can be cast into a 2-Wasserstein gradient flow framework (cf. e.g. [2, 14]) for the nonlocal interaction energy

W(f)=12R2W(v-v)d(ff)(v,v),

which is dissipated along the flow, (1.14), in such a way that

ddtW(ft)=-RvWft2dft(v).

As demonstrated in Sect. 1.3, the aggregation equation can be formally derived from the inelastic Boltzmann equation. It is therefore not unreasonable to expect that the aggregation equation is also a gradient flow for the kinetic energy defined in (1.6). To this end, we study its dissipation along the flow of equation (1.12). For convenience, we introduce the notation

σe(|v-v|):=1-e4|v-v|, 1.16

which we shall use throughout this work. Setting φ(v)=v2/2 we have

ddtE(ft)=-R2v-v2σe(v-v)d(ftft)(v,v)=:-D(ft)0, 1.17

where D:P(R)[0,+] is the so-called dissipation functional. Thus, the kinetic energy is a Lyapunov function for the dynamics of the aggregation equation.

The preceding computation reveals an energy-dissipation structure of the aggregation equation with respect to the kinetic energy, cf. (1.17), which suggests there may exist an appropriate metric for which (1.14) is a gradient flow of E(f). Next, we identify the Onsager operator for this metric and, using the new formalism, derive the weak form of the aggregation equation. More precisely, (1.11) becomes

-φ,tft=-R2σe(v-v)(v-v)(φ(v)-φ(v))d(ftft)(v,v)=R2σe(v-v)vδEδf(v)-vδEδf(v)φ(v)-φ(v)d(ftft)(v,v)=φ,KtaggDE, 1.18

where σe is as in (1.16). Then, we can read off the appropriate Onsager operator in its weak form

φ,Kfaggψ=R2σe(|v-v|)(φ(v)-φ(v))(ψ(v)-ψ(v))d(ftft)(v,v), 1.19

where fP(R), φCc1(R) is a test function, and ψCc1(R) a driving vector field.

By virtue of (1.19), we note that the Onsager operator induces a positive-definite (φ,Kfaggφ0), bilinear form which is structurally similar to the operator in (1.9). To make this connection more evident, we rewrite the expression in (1.19) in terms of the gradient defined in the following definition, ~. The similarity with the Onsager operator of Sect. 1.2 is in particular seen since, up to a multiplicative constant, one can be obtained from the other by replacing ~ by ¯ or vice-versa, cf.  (1.10), i.e., ¯φ1-e2~φ.

Definition 1.4

(Nonlocal-local gradient) For any function φC1(R) we define its nonlocal-local gradient ~φ:R2R by

~φ(v,v)=φ(v)-φ(v),for all(v,v)R2. 1.20

Using this definition, we revisit (1.19), which now reads

φ,Kfaggψ=R2σe(|v-v|)~φ(v,v)~ψ(v,v)d(ff)(v,v). 1.21

Based on this definition, (1.17) can be written as

ddtE(ft)=-R2~δEδf2σe(v-v)d(ftft)(v,v)=:-D(ft)0. 1.22

Remark 1.5

(Connection to graphs) From Definition 1.4, we can read a continuous graph structure (R,R2), where R is the set of vertices and R2 that of edges, equipped with an operator ~:C1(R)C(R2) connecting test functions on vertices to test functions on edges. This gives rise to the negative dual operator, which we interpret as a divergence ~·:M(R2)M(R) connecting a flux on the edge set R2 to an infinitesimal change of state, i.e., a tangential direction (see Definition 2.1). Moreover, note that the driving force field ~δfE(v,v) is in our case not just a difference of potential values at δfE(v) and δfE(v), as it is the case for simple graph gradients (see e.g. [19]), but rather a difference of rates (δfE). It is in this sense that ~ is nonlocal-local.

Outline and results

In this paper, we show that the kinetic energy (1.6) is not merely a Lyapunov functional for the aggregation equation as was shown in (1.22). Indeed, the aggregation equation can be cast into a rigorous metric gradient flow setting where a dynamical transport cost induces the metric in the spirit of [5, 16], and the kinetic energy acts as the driving energy functional.

The variational description we propose provides a promising setting to make rigorous the link with the inelastic spatially homogeneous Boltzmann equation, i.e., to rigorously derive the aggregation of particles from the inelastic spatially homogeneous Boltzmann equation, as was formally shown in [7]. This investigation is kept for future work, along with an extension of our results to more general and singular collision kernels, as well as to higher dimensions, following, e.g., [24].

We start by introducing a generalised notion of the continuity equation based on the aforementioned nonlocal-local operators, ~, and its formal negative adjoint, ~· (cf. Definition 2.1). This consists of a pair {(ft,Ut)}t[0,T]P(R)×M(R2) satisfying, in a suitable measure-valued sense (see Definition 2.2), the equation

tft+~·Ut=0,on[0,T]×R. CE

Using the definition of the Onsager operator in (1.21), we then introduce an action-density functional, A:P(R)×M(R2)[0,], which gives rise to a dynamical transport cost, dA(μ0,μ1), by minimising the total action of a curve {(ft,Ut)}t[0,1] connecting two measures μ0,μ1P(R) and satisfying (CE), cf. Theorem 2.19.

Moreover, in this metric setting, we are able to provide a characterisation of weak solutions to the aggregation equation in the form (1.18) as curves of maximal slope. To this end, we define along any curve {(ft,Ut)}t[0,T] of finite action staisfying (CE) the so-called De Giorgi functional

GT(f)=E(fT)-E(f0)+120TA(ft,Ut)dt+120TD(ft)dt0

where the non-negativity is the consequence of a suitable chain rule (see Lemma 3.3). The weak solutions to (1.18) are found to be elements of the zero locus of the De Giorgi functional, i.e., GT(f)=0. Conversely, any element of the zero locus of the De Giorgi functional is necessarily a weak solution to the aggregation equation (see Theorem 3.6). Finally, we prove that curves of maximal slope are stable with respect to convergence of the initial measures μ0nμ0 such that E(μ0n)E(μ0) (cf. Theorem 3.8). This allows us to prove the existence of gradient flow solutions based on a finite-dimensional particle approximation (see Theorem 3.9).

The nonlocal-local continuity equation and the collision metric

A nonlocal-local continuity equation

For the subsequent analysis, we study arbitrary curves, {ft}t[0,T]P(R), in the set of probability measures induced by a driving field, ψt, connecting two probability measures f0,fTP(R). By (1.19) and (1.21), we have

φ,tft=-φ,Ktaggψt=-R2ft(v)ft(v)σe(|v-v|)~φ(v,v)~ψt(v,v)dvdv,

which we take as the basis for the definition of a nonlocal-local continuity equation (CE). To this end, we first define an appropriate divergence as the formal adjoint of the nonlocal-local gradient from Definition 1.4.

Definition 2.1

(Nonlocal-local divergence) For any UM(R2), its nonlocal-local divergence ~·UM(R) is defined as negative dual with weight σe of ~, i.e., for all φCc1(R) it holds

Rφ(v)d(~·U)(v)=-R2~φ(v,v)σe(|v-v|)dU(v,v)=R2φ(v)σe(|v-v|)(dU(v,v)-dU(v,v)).

Now, we can define the nonlocal-local continuity equation.

Definition 2.2

(Weak solution to (CE)) A pair {(ft,Ut)}t[0,T] is called (weak) solution of the nonlocal-local continuity equation (CE) on [0, T] if there exist two families of measures {ft}t[0,T]P(R) and {Ut}t[0,T]M(R2) such that the map tft (resp. tUt) is measurable with respect to the weak- topology on finite Radon measures and they satisfy the following integrability condition

0TR2σe(|v-v|)d|Ut|(v,v)dt<+, 2.1

along with the weak form of the nonlocal-local continuity equation (CE) for every Cc1((0,T)×R)

0TRtφt(v)dft(v)dt+0TR2σe(|v-v|)~φt(v,v)dUt(v,v)dt=0. 2.2

We denote by CET(μ0) the class of solutions {(ft,Ut)}t[0,T] of the nonlocal-local continuity equation on [0, T] starting at μ0, and we write CET(μ0,μT) for solutions connecting μ0 with μT. We will drop the subscript T whenever T=1.

Note that the second term in the weak formulation (2.2) of the (CE) is well-defined under the integrability condition (2.1), since |~φt(v,v)|2vφt(·)C0(R), for all t[0,T].

Remark 2.3

(Strong form of (CE)) Note that, for Utftft and ftdv for any t[0,T], after an integration by parts in v of (2.2), we arrive at

φ,tft=-Rφ(v)2v(Rft(v)ft(v)σe(|v-v|)~ψt(v,v)dv)dv. 2.3

From (2.3), we have that a couple, (ft,ψt), consisting of the curve, ft, and the driving field, ψt, satisfies the strong form of the nonlocal-local continuity equation provided that

tft+2vRft(v)ft(v)σe(v-v)~ψtdv=0,

where ~ψ=ψ(v)-ψ(v), as in Definition 1.4. In the following, we will always use the weak formulation in the sense of Definition 2.2.

As a matter of fact, the integrability condition, (2.1), allows us to infer additional time regularity in that we can prove the existence of a continuous representative for weak solutions to the nonlocal-local continuity equation as stated in the following proposition.

Proposition 2.4

(Continuous representative) Let {(ft,Ut)}t[0,T] be a solution to the (CE) in the sense of Definition 2.2. Then, there exists a narrowly continuous curve [0,T]tf~tP(R) such that ft=f~t for L1-a.e. t(0,T) and, for any test function φCc1(R), there holds

ddtφ(v)df~t(v)=R2~φ(v,v)σe(|v-v|)dUt(v,v). 2.4

Proof

Let {(ft,Ut)}t[0,T] be a solution in the sense of Definition 2.2 and φCc1((0,T)×R) be a test function. Following the argument of [2, Lemma 8.1.2] or [17, Lemma 3.1] by setting V(t):=R2σe(|v-v|)d|Ut|(v,v), we arrive at

Rφt2(v)df~t2(v)-Rφt1(v)df~t1(v)=t12Rtφt(v)dft(v)dt+t12R2~φt(v,v)σe(|v-v|)dUt(v,v)dt, 2.5

for any 0t1<t2T. In order to obtain the expression claimed in the statement of the proposition, let us choose a sequence of test functions that are in product form and whose time-component is an approximation of the indicator on an interval (t1,t2) with 0<t1<t2<T, i.e.,

φε(t,v)=ψε(t)ϕ(v),

where suppψε=[t1-ε,t2+ε] such that ψε(t)=1 for t[t1,t2] and ψεCc1([0,T]),ϕCc1(R). We may, for instance, choose the following approximating sequence

ψε(t)=0,t(-,t1-ε),ε-1(t-t1+ε),t(t1-ε,t1),1,t(t1,t2),ε-1(t2+ε-t),t(t2,t2+ε),0,t(t2+ε,).

Upon substituting φε(t,x) into  (2.5), we obtain

t1-εt2+εRtφε(t,v)dft(v)dt+t1-εt2+εR2~φε(t,v,v)σe(|v-v|)dUt(v,v)dt=0,

whence

1εt1-ε1R2ϕ(v)dftn(v)dt-t2t2+εR2ϕ(v)dftn(v)dtt1-εt2+εR2~ϕ(v,v)σe(|v-v|)dUtn(v,v)dt2ϕC0(R)t1-εt2+εR2σe(|v-v|)d|Utn|(v,v)dt,

where (2.1) ensures that the right-hand side is L1-integrable which then acts as the modulus of absolute continuity. Letting ε0, we have

R2ϕ(v)dft1n(v)dt-R2ϕ(v)dft2n(v)dt2ϕC0(R)t12R2σe(|v-v|)d|Utn|(v,v)dt,

implying the narrow continuity of f~t.

Remark 2.5

(Extension of test function class) In view of (2.4) and the integrability condition on the flux we can choose φLip(R) as test-function class.

We now show two peculiar properties of the solutions to the nonlocal-local continuity equation.

Proposition 2.6

(Preservation of centre of mass and bounded first moments) Let f0P(R) be such that vdf0(v)<. Then, any {(ft,Ut)}t[0,T]CET(f0) preserves the centre of mass, that is for all t[0,T] it holds

Rvdft(v)=Rvdf0(v).

Likewise, if f0P(R) is such that |v|df0(v)<, then any {(ft,Ut)}t[0,T]CET(f0) satisfies for all t[0,T] the bound

ddtR|v|dft(v)2R2σe(|v-v|)d|Ut|(v,v). 2.6

Proof

Let R>0 and let us consider the function φR:RR defined as

φR(v)=0,v(-,-2R),-2R-v,v(-2R,-R),v,v(-R,R),2R-v,v(R,2R)0,v(2R,). 2.7

Note that

~φR(v,v)2,for almost all(v,v)R2;

while, at the same time

~φR(v,v)=0,for(v,v)[-R,R]2.

By Remark 2.5, this is an admissible test function in (2.4) and we can estimate

|φR(v)dft(v)-φR(v)df0(v)|=|0tR2(φR(v)-φR(v))σe(|v-v|)dUs(v,v)ds|20tR2\[-R,R]2σe(|v-v|)dUs(v,v)ds0,asR.

Since φR(v)df0(v)vdf0(v)R, this concludes the proof of the preservation of the centre of mass. The bound for the first moment, follows from a similar construction, by choosing |φR|, with φR as in (2.7), to be the test function in (2.4). Indeed, we note ~φR(v,v)2, for almost all (v,v)R2. Hence, for any 0s<tT we have

|φR(v)dft(v)-φR(v)dfs(v)|2stR2σe(|v-v|)dUs(v,v)ds.

Then, we obtain the bound (2.6) after dividing by t-s, letting ts, and noting that φR(v)v as R.

In the following proposition, we provide a sufficient condition for the existence of a weak solution to the nonlocal-local continuity equation. In particular, any curve that is absolutely continuous with respect to 2-Wasserstein distance, denoted by d2, connecting two probability measures μ0 and μT, and preserving the centre of mass, is also a weak solution to (CE).

Proposition 2.7

(Existence of weak solutions) Let μ0,μTP(R) be with equal centre of mass, i.e., vdμ0(v)=vdμT(v), and d2(μ0,μT)<. Then, there exists {(ft,Ut)}t[0,T]CET(μ0,μT).

Proof

Since d2(μ0,μT)<, there exists an absolutely continuous curve ft:[0,T]P(R) connecting μ0 and μT preserving the centre of mass and a vector field VL2(0,T;L2(R,dft)) such that the flux dCt=Vtdft satisfies for a.e. t[0,T]

ddtRφ(v)dft(v)=Rvφ(v)dCt(v),

for all φCc1(R). Note that we may simply take the 2-Wasserstein geodesic as such a curve. By a similar argument as in the proof of Proposition 2.6 using the test-function (2.7), from the preservation of the centre of mass we obtain that Ct has mean zero, that is for a.e. t[0,T] it holds RdCt=0. The well-posedness of the weak form follows by noting that

0TRd|Ct|(v)dt=0TR|Vt|dft(v)dtT12VL2(0,T;L2(R,dft))<. 2.8

We define for all t[0,T] the flux UtM(R2) by

dUt(v,v):=12σe(v-v)(dft(v)dCt(v)-dCt(v)dft(v)).

We can check that the resulting pair satisfies (ft,Ut)t[0,T]CET(μ0,μT). First, we check the weak form (2.4) for which we take any φCc1(R) and obtain

ddtRφ(v)dft(v)dt=R2~φ(v,v)σe(|v-v|)dUt(v,v)=R2(φ(v)-φ(v))12(dCt(v)dft(v)-dCt(v)dft(v))=Rvφ(v)dCt(v),

where we have used the fact that RdCt(v)=0. Second, we check the integrability condition (2.1) and bound

0TR2σe(|v-v|)d|Ut|(v,v)dt=120TR2(dft(v)d|Ct|(v)+d|Ct|(v)dft(v))dt0TRd|Ct|(v)<,

by the bound (2.8).

The action-density functional and its properties

This section is dedicated to introducing the action-density functional which plays a crucial role in the subsequent analysis. We start by considering the auxiliary function α:R+×RR+ given by

α(s,u):=u2s,ifs>0,0,ifu=0,+,ifu0,s=0. 2.9

We observe that α is jointly convex, lower semicontinuous, and 1-homogeneous.

Following the strategy of [1619], we define the action-density functional.

Definition 2.8

(Action-density functional) For any fP(R) and UM(R2), set |λ|=ff+|U|M+(R2). We define the action-density functional by

A(f,U):=R2α(dffd|λ|,dUd|λ|)σe(v-v)d|λ|(v,v),

where the function α is defined as in (2.9).

Note that the above definition is independent of the choice of |λ| as long as ff+|U||λ|. In the next lemma, we see that the flux of any couple, (fU), with finite action-density, takes a specific form.

Lemma 2.9

Let fP(R) and UM(R2) be such that A(f,U)<+. Then, there exists a Borel function U^:R2R such that

dU(v,v)=U^(v,v)d(ff)(v,v),

and the action-density is given by

A(f,U)=R2|U^|2(v,v)σe(v-v)d(ff)(v,v).

In particular, if fL then ULL, as well.

Proof

Let fP(R), UM(R2), and |λ|M+(R2) be as in Definition  2.8 such that A(f,U)<. Then, setting μ:=ff, the action functional can be written as

A(f,U)=R2αdμdλ,dUdλσe(v-v)dλ=R2α(μ~,U~)σe(v-v)dλ,

where μ~,U~ are the Radon–Nikodym derivatives of μ,U, respectively, with respect to λ. In order to be able to use the 1-homogeneity of the kernel, α, we show that Uμ. To this end, let NR2 be a (σeμ)-null set, i.e., μ~(v,v)=0, for v,vN, σeλ-a.e. in R2. Since the action of (fU) is finite, we conclude, by definition of α, cf. (2.9), that U~(v,v)=0, σeλ-a.e., which, in turn, implies Uμ. Upon an application of the chain rule we obtain

dUdλ=dUdμdμdλ=:U^μ~.

Substituting this expression into the action density above in conjunction with the homogeneity of order one, we obtain

A(f,U)=R2|U^|2μ~σe(|v-v|)dλ=R2|U^|2σe(|v-v|)dμ=R2|U^|2σe(|v-v|)d(ff)(v,v),

which concludes the proof.

Proposition 2.10

(Antisymmetric fluxes have lower action) Let fP(R) and UM(R2) be such that A(f,U)<. Then, there exists an antisymmetric3 measure UasM(R2), Uasμ, such that

A(f,Uas)A(f,U),and~·Uas=~·U.

Proof

We define U^as:R2R to be

U^as(v,v):=12(U^(v,v)-U^(v,v)),

where U^ is as defined in the statement of Lemma 2.9. This defines a measure, UasM(R2), via the relation

dUas(v,v):=U^as(v,v)d(ff)(v,v).

The proof then follows by substitution. We have that

A(f,Uas)=R2|U^as|2(v,v)σe(v-v)d(ff)(v,v)=12R2|U^|2(v,v)σe(v-v)d(ff)(v,v)-12R2U^(v,v)U^(v,v)σe(v-v)d(ff)(v,v).

Applying Young’s inequality, we obtain

A(f,Uas)12R2|U^|2(v,v)σe(v-v)d(ff)(v,v)+14R2|U^|2(v,v)σe(v-v)d(ff)(v,v)+14R2|U^|2(v,v)σe(v-v)d(ff)(v,v)=R2|U^|2(v,v)σe(v-v)d(ff)(v,v)=A(f,U).

Finally, we can check that, for any test function φCc(R), it holds that

R2~φ(v,v)σe(|v-v|)dUas(v,v)=12R2~φ(v,v)σe(|v-v|)d(U(v,v)-U(v,v))=12R2~φ(v,v)σe(|v-v|)dU(v,v)-12R2~φ(v,v)σe(|v-v|)dU(v,v)=12R2~φ(v,v)σe(|v-v|)dU(v,v)+12R2~φ(v,v)σe(|v-v|)dU(v,v)=R2~φ(v,v)σe(|v-v|)dU(v,v),

where in the penultimate step we have used the fact that ~φ(v,v)=-~φ(v,v) from Definition 1.4. Using Definition 2.1, the result follows.

Proposition 2.11

(Lower semicontinuity of the action density) The action-density functional is lower semicontinuous with respect to the weak- convergence in P(R)×M(R2)M(R×R2).

Proof

Let us consider {fn}nNP(R) and {Un}nNM(R2) such that

fnf,inP(R),

as well as

UnU,inM(R2).

Obviously, convergence in P(R) of {fn}nN implies that {fnfn}nN converges weakly- in P(R2). Let us define the function g:R2×(R+×R)R as

g((v,v),(s,u))=α(s,u)σe(v-v),

which is lower semicontinuous in all its variables, jointly convex, and 1-positive homogeneous in (su). Then, [10, Theorem 3.4.3] implies the action is weakly- sequentially lower semicontinuous in M(R×R2).

Proposition 2.12

(Convexity of the action density) Let fiP(R) and UiM(R2) for i=0,1. For any τ[0,1], such that fτ:=(1-τ)f0+τf1 and Uτ:=(1-τ)U0+τU1 it holds

A(fτ,Uτ)(1-τ)A(f0,U0)+τA(f1,U1).

Proof

Let us set μi:=fifi and consider |λ|M+(R2) such that dμi=μ~id|λ| and dUi=U~id|λ|, cf. Definition 2.8, for instance. As consequence we have dμτ=μ~τd|λ| and dUτ=U~τd|λ|, where

μ~τ:=(1-τ)μ~0+τμ~1,U~τ:=(1-τ)U~0+τU~1.

The result follows by using the convexity of the function α:

A(fτ,Uτ)=R2αμ~τ,U~τσe(v-v)d|λ|(v,v)(1-τ)R2αμ~0,U~0σe(v-v)d|λ|(v,v)+τR2αμ~1,U~1σe(v-v)d|λ|(v,v)=(1-τ)A(f0,U0)+τA(f1,U1).

Curves of finite action

This section is dedicated to revisiting (CE) introduced in Definition 2.2 and presenting some of its properties.

Lemma 2.13

(Curves of finite action) Let {(ft,Ut)}t[0,T] be a solution to the nonlocal-local continuity equation in the sense of Definition 2.2 with initial datum μ0P(R) not necessarily satisfying the integrability condition  (2.1), but satisfying 0TA(ft,Ut)dt< and R|v|dμ0(v)<, then {(ft,Ut)}t[0,T]CET(μ0).

In particular, if μ0P1(R), then ftP1(R) and the following estimate holds for all t[0,T]

ddtm1(ft)12(1-e2)12A(ft,Ut)12. 2.10

Proof

The proof follows by applying the bound (2.6) in Proposition 2.6 for which we further need to bound, for almost every t[0,T], the total variation norm of the flux by a suitable Cauchy-Schwarz inequality:

12ddtm1(ft)R2σe(|v-v|)d|Ut|(v,v)=R2σe(|v-v|)|U^t(v,v)|d(ftft)(v,v)A(ft,Ut)12(R2σe(|v-v|)d(ftft)(v,v))12(1-e4)12A(ft,Ut)12(R2(|v|+|v|)d(ftft)(v,v))12(1-e2)12m1(ft)12A(ft,Ut)12.

In the next result, we associate to a given curve (Ut)t[0,T] a measure UM([0,T]×R2) by setting dU(t,v,v)=dUt(v,v)dt, for (t,v,v)[0,T]×R2.

Proposition 2.14

(Compact subsets of CET) Let {(ftn,Utn)t[0,T]}nNCET(f0n,fTn) and assume there exists a constant 0<C< such that

supnN0TA(ftn,Utn)dt<C,andsupnN|v|d(f0n+fTn)(v)<C. 2.11

Then, there exists {(ft,Ut)}t[0,T]CET(f0,fT), and, for all t[0,T], along a subsequence (not relabelled)

ftnft,inP(R),as well asUncU,inMloc([0,T]×R2).

Moreover, the action is lower semicontinuous along the above subsequences {fn}n and {Un}n, i.e.,

lim infn0TA(ftn,Utn)dt0TA(ft,Ut)dt.

Proof

We first show that the total variation measure Un is bounded on compact sets. We let I×K[0,T]×R2 be compacts. It is then relatively straightforward to see that

Un(I×K)IUtn(K)dtIK|U^tn(v,v)|d(ftnftn)(v,v)dt,

where for the last inequality we have used finiteness of the action and the result of Lemma 2.9, which states that Utn has a density with respect to ftnftn. Upon applying the Cauchy–Schwartz inequality, we obtain the following bound

Un(I×K)(IK|U^tn(v,v)|2σe(v-v)d(ftnftn)(v,v)dt)12×(IKd(ftnftn)(v,v)σe(v-v)dt)12(1-e2CK|I|)12, 2.12

where CK=Csup(v,v)Kσe(v-v)-1< with C as in (2.11), since σe is continuous and positive on R2. Since I×K was arbitrary, it is clear from the above estimate that we can obtain uniform local control on the total variation of the measures UnM([0,T]×R2). Thus by Prokhorov’s theorem there exists a measure UM([0,T]×R2) such that UncU, i.e., tested against Cc([0,T]×R2).

We now note that UMloc([0,T]×R2) can be disintegrated with respect to the Lebesgue measure on [0,T]. Indeed, consider for any compact set, KR2, the measure λK:=π#KUM([0,T]), where πK:[0,T]×K[0,T] is the projection map defined as πK(t,x):=t, for xK. By the definition of the pushforward we have for any measurable I[0,T] from (2.12) the estimate

λK(I)=U(I×K)1-e2CK|I|12.

Thus, λK is absolutely continuous with respect for the Lebesgue measure on I, for any KR2 compact. Additionally, for any φCc([0,T]×R2) choose KR2 such that suppφ[0,T]×K. By the disintegration theorem, cf. [2, Theorem 5.3.1], we have the existence of a family {μtK}t[0,T] such that dU=dμtKdλK. In particular

0TR2φ(t,v,v)σe(|v-v|)dU(t,v,v)=0T{t}×R2φ(t,v,v)σe(|v-v|)dμtK(v,v)dλK(t)=0TR2φ(t,v,v)σe(|v-v|)dUtK(v,v)dt,

where UtK:=dλKdtμtK and μtKM(K) is the parametrised family of measures arising from the disintegration theorem.

We readily observe that integrating (2.4) over [t1,t2] gives for any ψCc1(R2)

|Rψ(v)dft1n(v)-Rψ(v)dft2n(v)|t12R2~ψ(v,v)σe(|v-v|)d|Utn|dtt12R2~ψ(v,v)σe(|v-v|)U^tn(v,v)d(ftnftn)(v,v)dtt12A(ftn,Utn)12(R2~ψ(v,v)2σe(|v-v|)d(ftnftn)(v,v))12dt(1-e4)12t12A(ftn,Utn)12(R2(ψ(v)-ψ(v))2(|v|+|v|)dftn(v)dftn(v))12dtCψ|t2-t1|12, 2.13

according to Eq. (2.12), having used the definition of σe, cf. (1.16) and applied the stability of the first moment (2.10) from Lemma 2.13, which also ensures that (ftn,Utn)t[0,T]CE(f0n,fTn). Passing to the supremum in ψ among all Lipschitz functions with Lipschitz constant 1, we recover the 1/2-Hölder continuity in the 1-Wasserstein distance, i.e.,

d1(ft2n,ft1n)C|t2-t1|12,

uniformly in nN. An application of the generalised Arzela-Ascoli theorem concludes the proof of convergence of the densities, see [2, Sect. 3]. In particular, we have that the limiting curve is absolutely continuous in time with values in probability measures and hence (ft,Ut)t[0,T]CE(f0,fT). Finally, the lower semicontinuity property is a consequence of Proposition 2.11.

The collision metric

In this section, we define and prove properties for an extended metric coming from the nonlocal-local continuity equation. We start with the definition of the collision transportation cost.

Definition 2.15

Let μ0,μ1P(R). The collision transportation cost is defined by

dA(μ0,μ1)2:=inf01A(ft,Ut)dt:(ft,Ut)t[0,1]CE(μ0,μ1). 2.14

Note that the minimisation problem above is well defined as consequence of the direct method of calculus of variations by means of Proposition 2.14, whenever the action is bounded, i.e., 01A(ft,Ut)dt<. Moreover, by observing that α defined in (2.9) is 2-homogeneous in the second variable, we can apply the same reparametrisation argument used in [16, Theorem 5.4] to obtain the following result.

Lemma 2.16

(Reparametrisation) For any T>0, μ0,μ1P(R) it holds

dA(μ0,μ1)=inf0TA(ft,Ut)12dt:(ft,Ut)t[0,T]CET(μ0,μ1).

In the following proposition we see under which conditions the infimum in Eq. (2.14) is a minimum.

Proposition 2.17

Let μ0,μ1P(R) such that dA:=dA(μ0,μ1)<+. Then the infimum in Eq. (2.14) is attained by a curve (ft,Ut)t[0,1]CE(μ0,μ1) such that

A(ft,Ut)=dA2(μ0,μ1),

for a.e. t[0,1]. Such a curve is a constant speed geodesic for dA, i.e.,

dA(fs,ft)=|t-s|dA(μ0,μ1),

for all s,t[0,1].

Proof

If dA is finite, which holds when 01A(ft,Ut)dt< for some (ft,Ut)t[0,1]CE(μ0,μ1), the infimum in Eq. (2.14) is attained as a consequence of Proposition 2.14 by means of the direct method of calculus of variations. Thus, there exists a minimising curve (ft,Ut)t[0,1]CE(μ0,μ1). By the reparametrisation result in Lemma 2.16 and the Jensen’s inequality, we obtain

01A(ft,Ut)12dtdA(μ0,μ1)=01A(ft,Ut)dt1201A(ft,Ut)12dt,

whence dA2(μ0,μ1)=A(ft,Ut), for almost every t[0,1]. Moreover, we obtain

dA(fs,ft)=stA(fr,Ur)12dr=|t-s|dA(μ0,μ1),

for all s,t[0,1], which concludes the proof.

Given the preservation of the centre of mass and the stability of the first moment along curves of finite action implied by Proposition 2.6, it makes sense to restrict the collision transport cost to certain subspaces. Let us note the metric dA can be compared with d1, the 1-Wasserstein distance.

Proposition 2.18

(Comparison with d1) Let μ0,μ1P1(R). There exists a constant C=C(e) such that

d1(μ0,μ1)C(m1(μ0)+dA(μ0,μ1))dA(μ0,μ1).

Proof

The proof is obtained along the lines of the estimate (2.13), and using (2.10).

Theorem 2.19

The collision transport cost defined in  (2.14) is an extended metric on P(R). The map (μ0,μ1)dA(μ0,μ1) is lower semicontinuous with respect to the convergence in P(R). Moreover, the topology induced by dA is stronger then the d1-topology.

Proof

Let us assume that dA(μ0,μ1)=0. By Proposition 2.17 there exists a curve (ft,Ut)t[0,T]CE(μ0,μ1) such that A(ft,Ut)=0 for a.e. t[0,1], which implies Ut=0 for a.e. t[0,1]. Thus, from Eq. (2.4) we obtain μ0=μ1. The opposite implication is trivial. The symmetry of dA follows from the fact that α(·,u)=α(·,-u). In order to prove the triangle inequality we notice that solutions to CE can be concatenated. Indeed, if (fi,Ui)CETi(μ0i,μii) for i=1,2 such that μT11=μ02, then

ft:=ft1if0tT1ft-T12ifT1tT1+T2;Ut:=Ut1if0tT1Ut-T12ifT1tT1+T2

belongs to CET1+T2(μ01,μT22) by using Eq. (2.5). This observation and Lemma 2.16 imply the triangle inequality. The lower semicontinuity property is a consequence of Proposition 2.14, while Proposition 2.18 gives that the topology induced by dA is stronger than that of d1.

Let us recall the definition of absolutely continuous curves in a metric space. A curve [0,T]tftP(R) is said to be 2-absolutely continuous with respect to dA if there exists mL2(0,T) such that

dA(ft0,ft1)t01m(t)dt,forall0<t0t1<T. 2.15

In this case, we write fAC(0,T;(P(R),dA)). For any fAC(0,T;(P(R),dA)) the quantity

|f|(t)=limh0dA(ft+h,ft)h

is well-defined for a.e. t[0,T] and is called metric derivative of f at t. Moreover, the function t|f|(t) belongs to L2(0,T) and it satisfies |f|(t)m(t) for a.e. t[0,T], i.e., f is the minimal integrand satisfying (2.15). The length of a curve fAC(0,T;(P(R),dA)) is defined by L(f):=0T|f|(t)dt.

Given the above results we can easily obtain the following characterisation, as in [16, Theorem 5.17]. The proof is then omitted.

Proposition 2.20

(Metric velocity) A curve {ft}t[0,T]P(R) belongs to the space AC(0,T;(P(R),dA)) if and only if there exists a family of flux {Ut}t[0,T] such that {(ft,Ut)}t[0,T]CET with

0TA(ft,Ut)12dt<.

In particular, dUt(v,v)=U^t(v,v)d(ftft)(v,v) for a measurable family U^:[0,T]×R2R. In this case, the metric derivative is bounded as in |f|2(t)A(ft,Ut) for a.e. t[0,T]. In addition, there exists a unique {U~t}t[0,T] such that (ft,U~t)t[0,T]CET and

|f|2(t)=A(ft,U~t),for a.e.t[0,T]. 2.16

Corollary 2.21

(Tangent space) Let {(ft,Ut)}t[0,T]CET such that the curve fAC(0,T;(P(R),dA)). The flux U satisfies (2.16) if and only if UtTfP(R) for a.e. t[0,T], where

TfP(R)={UM(R2):A(f,U)<,A(f,U)A(f,U+w),foranywM(R2),s.t.~·w=0}. 2.17

Proof

According to Proposition 2.20 the metric derivative satisfies |f|2(t)A(ft,Ut) for a.e. t[0,T]. Therefore, the only flux satisfying (2.16) is that of minimal action. Let t[0,T] such that A(ft,Ut)<+. As proved in Proposition 2.10, the flux, U~t, of minimal action has to be antisymmetric, U~tMas(R2), and by assumption satisfy the nonlocal-local continuity equation. In particular,

U~t=argminUMas(R2){A(ft,U):~·Ut=~·U}. 2.18

Note that the set {UMas(R2):~·Ut=~·U} is closed with respect to the weak- convergence, and sublevel sets of the functional Mas(R2)UA(f,U), for any fP(R), are locally weakly- relatively compact by arguing as in Proposition 2.14, since for any compact set KR2 it holds

|U|(K)A(ft,U)12supKσe(|v-v|)-1.

Moreover, note that the functional Mas(R2)UA(f,U), for any fP(R), is strictly convex according to Lemma 2.9. Therefore, the flux in (2.18) is uniquely determined.

In the previous corollary we have a Lagrangian formulation of the tangent space TfP(R), which can be further characterised in terms of tangent velocity fields.

Proposition 2.22

Let fP(R). Then, it holds that UTfP(R) if and only if UM(R2) such that A(f,U)< and, for a measurable U^:R2R, it holds

U^{~φ:φCc(R)}¯L2(R2,σed(ff)).

Proof

If the action A(f,U)<, Lemma 2.9 provides the existence of a measurable U^:R2R such that dU(v,v)=U^(v,v)d(ff)(v,v), for any (v,v)R2, whence

A(f,U)=R2|U^(v,v)|2σe(|v-v|)d(ff)(v,v)=U^L2(σed(ff))2.

As consequence of the above relation between U and U^, the nonlocal divergence ~·U can be re-written in terms of U^, for any φCc(R), as

R2~φ(v,v)σe(|v-v|)dU(v,v)=R2~φ(v,v)U^(v,v)σe(|v-v|)d(ff)(v,v).

Thus, the characterisation (2.17) can be equivalently stated as

R2|U^|2σe(|·-·|)d(ff)R2|U^+W|2σe(|·-·|)d(ff),

for all WL2(R2,σed(ff)) such that

R2~φ(v,v)W(v,v)σe(|v-v|)d(ff)(v,v)=0for allφCc(R).

Therefore, U^ belongs to the closure of {~φ:φCc(R)} in L2(R2,σed(ff)).

The aggregation equation in a new light

This section focuses on the aggregation equation (1.14), with a cubic interaction potential (1.15). As discussed in Sect. 1.3, (1.14) can be formally derived from the inelastic spatially homogeneous Boltzmann equation by Taylor-expanding the test function in its weak formulation. In this process, we notice that the collision kernel obtained from the cubic interaction, W, is precisely the modulus function. This suggests that we interpret (1.14) as nonlocal-local continuity equation, as explained in Sect. 2.1, driven by the potential obtained from the kinetic energy (1.6).

More precisely, in this Section, we consider the (CE) driven by the kinetic energy (1.6). In addition to the definition of weak solutions to (CE) (see Definition 2.2), we require the curve to have finite kinetic energy, which is a natural requirement.

Definition 3.1

(Weak solution) A curve {ft}t[0,T]P2cm(R) is a weak solution to (1.14) if, for the flux {UtE}t[0,T]M(R2) given by

dUtE(v,v)=-~δEδf(v,v)d(ftft)(v,v), 3.1

the pair {(ft,UtE)}t[0,T] satisfies the nonlocal-local continuity equation (CE) in the sense of Definition 2.2.

In order to achieve a new gradient flow formulation of the equation above as steepest descent of the kinetic energy with respect to the collision metric defined in Sect. 2.4, we follow [2] and use the concept of curve of maximal slope with respect to a specific strong upper gradient, which is the square root of the dissipation functional, cf. (3.3) below. To motivate this, we consider the decay of the kinetic energy along a curve fAC([0,T];(P(R),dA)) which is a solution of the nonlocal-local continuity equation (2.2), i.e., there exists a flux dUt=U^td(ff) such that the pair {(ft,Ut)}t[0,T] is a weak solution in the sense of Definition 2.2. Formally applying the chain rule, we have

E(fT)-E(f0)=0TR2~δEδf(v,v)U^t(v,v)σe(|v-v|)d(ff)(v,v)dt. 3.2

After an application of Young’s inequality to both the inner integrals with weight σed(ff), we observe

0TR2~δEδf(v,v)U^t(v,v)σe(|v-v|)d(ff)(v,v)dt,-120TU^t(v,v)2σe(v-v)d(ftft)(v,v)dt-120TR2~δEδf(v,v)2σe(v-v)d(ftft)(v,v)dt=-120TA(ft,Ut)dt-120TD(ft)dt,

where the dissipation is defined by

D(f):=R2v-v2σe(v-v)d(ff)(v,v), 3.3

cf. also (1.17), in the context of the formal derivation. This motivates our definition of gradient flow solutions as curves fAC([0,T];(P2cm(R),dA)) in the zero locus of the De Giorgi functional

GT(f):=E(fT)-E(f0)+120TA(ft,Ut)dt+120TD(ft)dt. 3.4

Based on the preceding computations we introduce our notion of gradient flow solutions as curves of maximal slope.

Definition 3.2

(Curves of maximal slope) A curve fAC([0,T],(P2cm(R),dA)) is a curve of maximal slope if GT(f)=0.

In order to show that weak solutions to (3.1) are curves of maximal slope and to mathematically justify the definition of the De Giorgi functional (3.4), we need to rigorously derive the chain rule in (3.2). In particular, the chain rule implies that the square root of the dissipation functional D, defined in (3.3), is a strong upper-gradient for E with respect to the extended metric dA (cf. [2, Definition 1.2.1]).

The chain rule and characterisation of weak solutions

Lemma 3.3

(Stability and chain rule) Let T>0 and {(ft,Ut)}t[0,T]CET(μ0) for some μ0P2cm(R). Assume that

0TA(ft,Ut)12dt<,and0TA(ft,Ut)12D(ft)12dt<, 3.5

where A:P(R)×M(R2)(-,+] is the action, as defined in Definition 2.8, and D:P(R)(-,+] is the dissipation defined in (3.3).

Then, the following properties hold:

  1. supt[0,T]E(ft)<.

  2. For any 0stT
    E(ft)-E(fs)=stR2~δEδf(v,v)σe(|v-v|)dUτ(v,v)dτ.

Proof

We define a globally Lipschitz approximation of |v|2/2 which we can use as a test function in the weak formulation of (CE) by Remark 2.5. Let

φR(v):=v2/2,v[0,R],R2/2+R(v-R),v[R,), 3.6

and extend it to R by setting φR(v)=φR(-v) for v(-,0). Note, that this choice of test function also satisfies the following condition

φR(v)-φR(v)v-v1,

which we will exploit in the subsequent analysis. For any weak solution of (CE), {(ft,Ut)}t[0,T], there holds (2.4), i.e.,

Rφ(v)df~T(v)-Rφ(v)df~0(v)=0TR2~φ(v,v)σe(|v-v|)dUt(v,v)dt,

for any regular test function, φCc1(R). In particular, choosing φ=φR, with φR as in (3.6), we have

RφR(v)df~T(v)-RφR(v)df~0(v)=0TR2~φR(v,v)σe(|v-v|)dUt(v,v)dt, 3.7

where we can estimate the right-hand side as follows:

0TR2~φR(v,v)σe(|v-v|)dUt(v,v)dt=0TR2~φR(v,v)σe(|v-v|)U^t(v,v)d(ftft)(v,v)dt0T(R2σe(|v-v|)|U^t(v,v)|2d(ftft)(v,v))12×(R2~φR2σe(|v-v|)d(ftft)(v,v))12dt=0TA(ft,Ut)12(R2~φR2σe(|v-v|)d(ftft)(v,v))12dt=0TA(ft,Ut)12(R2φR(v)-φR(v)v-v2|v-v|2σe(|v-v|)d(ftft)(v,v))12dt0TA(ft,Ut)12D(ft)12dt.

Hence, the right-hand side is uniformly integrable and due to the pointwise convergence of φR we may pass to the limit R in the weak form, (3.7), due to Lebesgue’s dominated convergence theorem. Hence we get

E(fT)-E(f0)=0TR2~δEδf(v,v)σe(|v-v|)dU^t(v,v)df(v)df(v)dt,

as claimed in the statement.

As the test function φR in (3.6) has linear growth at infinity, we can use it in the weak formulation in (2.4) by Remark 2.5, i.e.,

ddtRφR(v)dft(v)=-1-e4R2|v-v|~φR(v,v)(v-v)dft(v)dft(v). 3.8

By expanding the definition of ~φR from (1.20) and using the short-hand notation

dg(v,v):=|v-v|(φR(v)-φR(v))(v-v)d(ff)(v,v),

we have

ddtRφR(v)dft(v)=-1-e4I1++I9,

with

I1=12--R--Rdg(v,v),I2=12--R-RRdg(v,v),I3=12--RRdg(v,v),

and

I4=12-RR--Rdg(v,v),I5=12-RR-RRdg(v,v),I6=12-RRRdg(v,v),

as well as

I7=12R--Rdg(v,v),I8=12R-RRdg(v,v),I9=12RRdg(v,v).

It is immediately clear that I1=I9=0, as ~φR vanishes in the respective ranges for v,v, whence g(v,v)=0. It is easy to verify that Ij0, for j5. We expand on the argument for I2 and note that arguments along similar lines will allow us to treat the remaining terms. Indeed,

I2=--R-RR|v-v|(v+R)(v-v)d(ftft)(v,v)0,

since v-Rv in the domain of integration. Substituting Ij0, for j5, into (3.8), we get

RφR(v)dft(v)-RφR(v)dfs(v)+1-e4st-RR-RR|v-v|3d(ftft)(v,v)0,

having integrated in time. By the dominated convergence theorem and the finite initial kinetic energy, we obtain

12R|v|2dft(v)+1-e40tR2|v-v|3d(ftft)(v,v)12R|v|2df0(v).

Remark 3.4

  1. Let us highlight that the proof of the dissipation of the kinetic energy via the truncation argument using the test functions, φR, is absolutely independent of assumption (3.5). Indeed, it is not too surprising that we require the kinetic energy to be dissipated along the aggregation equation regardless of the metric setting. In particular, any weak solution from Definition 3.1 satisfies
    E(fT)+0TD(ft)dtE(f0). 3.9
  2. Note that the statement of the theorem is true for any absolutely continuous curve, namely {ft}t[0,T]AC([0,T];(P(R),dA)) with f0P2cm(R) and 0TD(ft)dt<. In this case the action is always bounded and implies the existence of an associated flux, using the characterisation of absolutely continuous curves stated in Proposition 2.20.

As direct consequence of the chain rule we have D12 is a strong upper gradient with respect to the distance dA in the sense of [2, Definition 1.2.1]

Corollary 3.5

For any curve fAC([0,T];(P(R),dA)) with f0P2cm(R) it holds

|E(ft)-E(fs))|stD(fr)12|fr|dr,0stT,

that is D12 is a strong upper gradient for E.

Proof

Without loss of generality, we can assume stD(fr)12|fr|dr<, otherwise the claim is immediately true. The result follows from Lemma 3.3 by applying Cauchy-Schwartz inequality and using the characterisation of absolutely continuous curves stated in Proposition 2.20.

We are now able to characterise weak solutions as curves of maximal slope in the sense of Definition 3.2.

Theorem 3.6

(Weak solutions are curves of maximal slope) A curve fAC([0,T],(P2cm(R),dA)) is a weak solution to (1.14) in the sense of Definition 3.1 if and only if GT(f)=0.

Proof

Let f be a weak solution in the sense of Definition 3.1 with corresponding flux UtE(v,v) given by (3.1). It can be checked that A(ft,UtE)=D(ft) and by the energy dissipation (3.9) also follows that E(fT)+0TD(ft)dtE(f0)<. In particular, E(fT)-E(f0)+120T(A(ft,UtE)+D(ft))dt0, whence GT(f)0 and fAC([0,T];(P(R),dA)). Thus, by the chain rule Lemma 3.2, we have that GT(f)0. Hence, GT(f)=0.

Let us now assume that fAC([0,T];(P(R),dA)) satisfies GT(f)=0. According to Proposition 2.20 there exists a unique family {dUt=U^td(ftft)}t[0,T] such that {(ft,Ut)}t[0,T]CET and 0TA(ft,Ut)dt<. By the chain rule Lemma 3.3, we obtain

0=GT(ft)=E(fT)-E(f0)+120TA(ft,Ut)dt+120TD(ft)dt=0TR2~δEδfσe(|v-v|)U^t(v,v)σe(|v-v|)d(ftft)(v,v)dt+120TR2(~δEδf2+U^t2)σe(|v-v|)d(ftft)(v,v)dt=120TR2~δEδf+U^t2σe(|v-v|)d(ftft)(v,v)dt.

Hence

U^t(v,v)=-~δEδf(v,v)=v-v,

which implies that Ut=UtE, from (3.1).

To establish the existence of minimisers of the De Giorgi functional in (3.4), we have to prove lower semicontinuity of the dissipation.

Proposition 3.7

(Lower semicontinuity of the dissipation) Let {fn}nNP(R) such that fnfP(R), then it holds

lim infnD(fn)D(f).

Proof

We consider a cut-off away from the diagonal. Let φR(r)Cc1(R) be such that φR(r)=1 for r[-R,R] and φR(r)=0 for r2R, then we have by positivity of the integrand in D(fn) the estimate

D(fn)R2φR(|v-v|)|v-v|2σe(|v-v|)d(fnfn)(v,v).

Hence, the proof is concluded by letting n first, and via monotone convergence for R.

Stability and existence by particle approximation

To discuss the existence of curves of maximal slope, we proceed by a strategy similar to showing existence of solutions to the aggregation equation by finite-dimensional approximations, cf. [14].

Let us first summarise the given compactness and lower semicontinuity statements for the objects in the definition of the De Giorgi functional, cf. (3.4), which provide the stability of curves of maximal slope in our setting. By combining the lower semicontinuity of the action in Proposition 2.11 and the lower semicontinuity of the dissipation in Proposition 3.7, as well as noting that the kinetic energy (1.6) is lower semicontinuous with respect to narrow convergence due to the convexity of the integrand, we obtain the stability of curves of maximal slope.

Theorem 3.8

(Stability of curves of maximal slope) Let the sequence {fn}nNAC([0,T],(P2cm(R),dA)) be such that supnNG(fn)< and E(f0n)E(f0) with f0nf0, then there exists some fAC([0,T],(P2cm(R),dA)) such that ftnft, for a.e. t[0,T] and

lim infnG(fn)G(f).

Based on this stability statement for curves of maximal slope we may now construct solutions devising an approximation by particles. Let us stress that existence of minimisers for GT can be shown by the direct method of calculus of variations. However, this does not provide that minima are zeros of GT.

Theorem 3.9

(Existence by particle approximation) For any f0P2cm(R), that is E(f0)<, there exists a curve of maximal slope.

Proof

The strategy is based on constructing a particle approximation of the initial measure, f0P2cm(R), by arguing that there exists a sequence of empirical measures (f0n=1ni=1nδvin(0))nN such that

d2(f0,f0n)0,asn.

Taking the existence of f0n for granted, we can then follow the atoms of the initial empirical measure f0n along the solution of the associated system of ordinary differential equations

dvindt=-2nj=1nσe(vin(t)-vjn(t)(vin(t)-vjn(t))),

whose existence is guaranteed by the classical Cauchy–Lipschitz theory. This gives rise to a family of curves (ftn)t[0,T] for each nN, which are readily verified to be weak solutions to (1.14) and, by Theorem 3.6, also curves of maximal slope in the sense of Definition 3.2. In particular, this sequence of solution satisfies the a priori estimate (3.9), and they have uniformly bounded action, thus they are curves in AC([0,T],(P2cm(R),dA)). Moreover, since convergence in d2 implies f0nf0 and convergence of second order moments, we also obtain E(f0n)E(f0). Hence, we can conclude the proof by applying the stability statement from Theorem 3.8 in the limit n and conclude

0=lim infnGT(fn)GT(f)0.

Hence the limit f is also a curve of maximal slope.

Let us now turn to the construction of the approximation f0n of the initial measure f0, which consists of three steps: mollification, truncation, and approximation by particles. Let ε>0 be arbitrary.

Step 1. In the mollification step, we find some facεL1(R)P(R) such that d2(f0,facε)<ε/3, which can be easily done by mollifying f0 with a smooth bump function at a suitable scale δ=δ(ε)>0. Furthermore, we note that

Rv2dfacε(v)=RRv2φδ(v-w)dvdf0(w)R2w2+2δ2df0(w)=4E(f0)+2δ2.

Step 2. We will now use the fact that the second moment control on facε, gives us uniform tightness which allows to cut off, in a quantitative fashion, its tails. The standard tightness estimate tells us that

[-R,R]cdfacε1R2[-R,R]cv2dfacε4E(f0)+2δ2R2.

Consider now the cut off and renormalised measure fac,Rε=facε|[-R,R]/facεL1([-R,R]). Using [25, Theorem 6.15], we have that

d2(facε,fac,Rε)2Rv2facε-fac,Rεdv1221-facεL1([-R,R])facεL1([-R,R])124E(f0)+2δ212+2[-R,R]cv2dfacε.

It is now clear that for a fixed ε>0, we can choose R=R(ε)>0 such that it holds that

d2(facε,fac,Rε)<ε3.

Step 3. Finally, we use a classical result from measure theory (for example cf. [9, Example 8.16 (i)]) that empirical measures are dense in probability measures in the narrow topology. However, since fac,Rε has compact support, the sequence of empiricals we construct will necessarily converge in d2. Thus, we can find a measure of the form f0n:=1ni=1nδvi for some n=n(ε) such that

d2(f0n,fac,Rε)<ε3.

This completes the proof of the existence of an approximating sequence of empirical measures and hence the proof.

Acknowledgements

AE, RSG, and MS would like to thank José Antonio Carrillo (Oxford) for introducing them to this fascinating topic and encouraging them to work on this problem. The authors are deeply grateful to the reviewers for their valuable comments. A large part of this work was completed while all four authors were at the Hausdorff Research Institute for Mathematics (Bonn) during the Junior Trimester Program on Kinetic Theory and while AE, RSG, and MS were at the Institut Henri Poincaré (Paris) during their Research in Paris stay. The authors are grateful to both institutes for their support and hospitality. AE was supported by the Advanced Grant Nonlocal-CPD (Nonlocal PDEs for Complex Particle Dynamics: Phase Transitions, Patterns and Synchronization) of the European Research Council Executive Agency (ERC) under the European Union’s Horizon 2020 research and innovation programme (grant agreement No. 883363), and partially by the EPSRC grant reference EP/T022132/1. A considerable part of this work was carried out while AE was a postdoc at FAU Erlangen-Nürnberg. AE gratefully acknowledge support by the German Science Foundation (DFG) through CRC TR 154 “Mathematical Modelling, Simulation and Optimization Using the Example of Gas Networks". RSG worked on this publication within the scope of the NCCR SwissMAP which was funded by the Swiss National Science Foundation (grant number 205607). RSG would like to thank the Swiss National Science Foundation for financial support. AS is supported by the German Research Foundation (DFG) under Germany’s Excellence Strategy EXC 2044–390685587, Mathematics Münster: Dynamics–Geometry–Structure.

Appendix

Formal derivation of the Boltzmann equation

We present a formal derivation of the Boltzmann equation from a gain-loss argument. For the subsequent argument, it is more useful to think of the collisions in terms of the matrix T:R2R2 given by

T=1-e21+e21+e21-e2,

which maps the pre-collisional velocities to the post-collisional velocities, i.e.,

vv=Tvv.

Respectively, its inverse, given by

T-1=1-e-121+e-121+e-121-e-12,

maps post-collisional velocities to pre-collisional velocities. Note that detT=-e and det(T-1)=-e-1.

A formal derivation for the inelastic Boltzmann equation can be obtained by describing the evolution of the velocity distribution, ft, using a simple gain-loss balance argument. The density at a point v in velocity space is produced by all collisions of particles with ‘v’ as one of their post-collisional velocities and is destroyed by all collisions with ‘v’ as one of their pre-collisional velocities.

We thus split the derivation into two parts: gain and loss. We consider an ε>0 interval Ωε=[ν-ε,ν+ε] around some velocity ν and try to obtain the rate of production of density in this interval. Formally, we can integrate over the rate of production for those pre-collisional velocities α=T1-1(v,v) and β=T2-1(v,v) that produce v after collision and arrive at

(Ωεtft(v)dv)gain=R2ft(α)ft(β)σ(α-β)1Ωε(v)dαdβ.

The function σ=σ(|v|) models the frequency of the collisions, depending on the strength of the relative velocities and referred to as the collision kernel. We now make the change of variables (α,β)(v,v) to obtain

(Ωεtft(v)dv)gain=eR2ft(T1-1(v,v))ft(T2-1(v,v))σ(e-1v-v)1Ωε(v)dvdv.

The loss term is simpler as we obtain

(Ωεtft(v)dv)loss=R2ft(v)ft(v)σ(v-v)1Ωε(v)dvdv,

where we have integrated over the rate of destruction over all pre-collisional velocities with one of the particles having velocity v. Subtracting the two, dividing by ε, and passing to the limit we have the strong form as

tft(v)=eRft(T1-1(v,v))ft(T2-1(v,v))σ(e-1v-v)dv-Rft(v)ft(v)σ(v-v)dv.

The weak form can be obtained by testing against φC(R) as follows

φ,tft=eR2ft(T1-1(v,v))ft(T2-1(v,v))σ(e-1v-v)φ(v)dvdv-R2ft(v)ft(v)σ(v-v)φ(v)dvdv.

We would now like to bring the collision operator into a more standard form. To this end, we relabel the gain term and change variables back to (v,v)=T-1(v,v), to obtain

φ,tft=eR2ft(T1-1(v,v))ft(T2-1(v,v))σ(e-1v-v)φ(v)dvdv-R2ft(v)ft(v)σ(v-v)φ(v)dvdv=R2ft(v)ft(v)σ(v-v)φ(v)dvdv-R2ft(v)ft(v)σ(v-v)φ(v)dvdv=R2ft(v)ft(v)σ(v-v)(φ(v)-φ(v))dvdv=φ,Q(ft,ft).

One can symmetrise once more by using the transformation vv which also induces the transformation vv. Thus, one obtains

φ,Q(ft,ft)=12R2ft(v)ft(v)σ(v-v)(φ(v)+φ(v)-φ(v)-φ(v))dvdv.

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Data sharing not applicable to this article as no datasets were generated or analysed during the current study.

Footnotes

1

In all of our applications Ω{R,R2,[0,T]×R2}, and so all Borel measures are Radon measures.

2

In this setting the force is understood in the generalised sense as a derivative in phase space.

3

That is to say U(A)=-U(Γ(A)), for all Borel AR2, where Γ(v,v)=(v,v).

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References

  • 1.Agueh, M., Carlier, G.: Generalized solutions of a kinetic granular media equation by a gradient flow approach. Calc. Var. Partial Differ. Eq. 55(2), 37 (2016) [Google Scholar]
  • 2.Ambrosio, L., Gigli, N., Savaré, G.: Gradient Flows in Metric Spaces and in the Space of Probability Measures, 2nd edn. Lectures in Mathematics ETH Zürich. Birkhäuser Verlag, Basel (2008) [Google Scholar]
  • 3.An, J., Ying, L.: On the gradient flow structure of the isotropic Landau equation. Commun. Math. Sci. 19(8), 2319–2333 (2021) [Google Scholar]
  • 4.Basile, G., Benedetto, D., Bertini, L.: A gradient flow approach to linear Boltzmann equations. Ann. Sc. Norm. Super. Pisa Cl. Sci. 21, 943–975 (2020) [Google Scholar]
  • 5.Benamou, J.-D., Brenier, Y.: A computational fluid mechanics solution to the Monge–Kantorovich mass transfer problem. Numer. Math. 84(3), 375–393 (2000) [Google Scholar]
  • 6.Benedetto, D., Caglioti, E., Carrillo, J.A., Pulvirenti, M.: A Non-Maxwellian steady distribution for one-dimensional granular media. J. Statist. Phys. 91(5–6), 979–990 (1998) [Google Scholar]
  • 7.Benedetto, D., Caglioti, E., Pulvirenti, M.: A kinetic equation for granular media. RAIRO Modél. Math. Anal. Numér. 31(5), 615–641 (1997) [Google Scholar]
  • 8.Bertozzi, A.L., Laurent, T., Rosado, J.: Inline graphic theory for the multidimensional aggregation equation. Comm. Pure Appl. Math. 64(1), 45–83 (2011) [Google Scholar]
  • 9.Bogachev, V.I.: Measure Theory, vol. I. II. Springer-Verlag, Berlin (2007) [Google Scholar]
  • 10.Buttazzo, G.: Semicontinuity, relaxation and integral representation in the calculus of variations, volume 207 of Pitman Research Notes in Mathematics Series. Longman Scientific & Technical, Harlow; copublished in the USA with John Wiley & Sons, Inc., New York, (1989)
  • 11.Carrillo, J. A., Choi, Y.P., Hauray, M.: The derivation of swarming models: mean-field limit and Wasserstein distances. In Collective dynamics from bacteria to crowds, volume 553 of CISM Courses and Lect., pages 1–46. Springer, (2014)
  • 12.Carrillo, J. A., Delgadino, M. G., Desvillettes, L., Wu, J.: The Landau equation as a Gradient Flow. Preprint arXiv:2007.08591, (2020)
  • 13.Carrillo, J.A., Delgadino, M.G., Wu, J.: Boltzmann to Landau from the gradient flow perspective. Nonlinear Anal. 219, 112824 (2022) [Google Scholar]
  • 14.Carrillo, J.A., Di Francesco, M., Figalli, A., Laurent, T., Slepčev, D.: Global-in-time weak measure solutions and finite-time aggregation for nonlocal interaction equations. Duke Math. J. 156(2), 229–271 (2011) [Google Scholar]
  • 15.Carrillo, J.A., McCann, R.J., Villani, C.: Kinetic equilibration rates for granular media and related equations: entropy dissipation and mass transportation estimates. Rev. Mat. Iberoam. 19(3), 971–1018 (2003) [Google Scholar]
  • 16.Dolbeault, J., Nazaret, B., Savaré, G.: A new class of transport distances between measures. Calc. Var. Partial Differ. Eq. 34(2), 193–231 (2009) [Google Scholar]
  • 17.Erbar, M.: Gradient flows of the entropy for jump processes. Ann. Inst. Henri Poincaré Probab. Stat. 50(3), 920–945 (2014) [Google Scholar]
  • 18.Erbar, M.: A gradient flow approach to the boltzmann equation. J. Eur. Math. Soc., (2023)
  • 19.Esposito, A., Patacchini, F.S., Schlichting, A., Slepcev, D.: Nonlocal-interaction equation on graphs: gradient flow structure and continuum limit. Arch. Ration. Mech. Anal. 240(2), 699–760 (2021) [Google Scholar]
  • 20.Fetecau, R.C., Sun, W.: First-order aggregation models and zero inertia limits. J. Differ. Eq. 259(11), 6774–6802 (2015) [Google Scholar]
  • 21.Li, H., Toscani, G.: Long-time asymptotics of kinetic models of granular flows. Arch. Ration. Mech. Anal. 172(3), 407–428 (2004) [Google Scholar]
  • 22.Mischler, S., Mouhot, C.: Cooling process for inelastic Boltzmann equations for hard spheres. II. Self-similar solutions and tail behavior. J. Stat. Phys. 124, 703–746 (2006) [Google Scholar]
  • 23.Mischler, S., Mouhot, C., Rodriguez Ricard, M.: Cooling process for inelastic Boltzmann equations for hard spheres. I. The Cauchy problem. J. Stat. Phys. 124, 655–702 (2006) [Google Scholar]
  • 24.Toscani, G.: Kinetic and hydrodynamic models of nearly elastic granular flows. Monatsh. Math. 142(1–2), 179–192 (2004) [Google Scholar]
  • 25.Villani, C.: Optimal transport, volume 338 of Grundlehren der Mathematischen Wissenschaften [Fundamental Principles of Mathematical Sciences]. Springer-Verlag, Berlin, (2009). Old and new

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