Copyright is owned by the Author of the thesis. Permission is given for a copy to be downloaded by an individual for the purpose of research and private study only. The thesis may not be reproduced elsewhere without the permission of the Author. DYNAMICS AND NUMERICS OF GENERALISED EULER EQUATIONS by Xingyou (Philip) ZHANG A Thesis Submitted to Massey University In Partial Fulfillment of the Requirements For the Degree of Ph.D in Mathematics Palmerston North, New Zealand 2008 Xingyou (Philip) Zhang 2008 Abstract This thesis is concerned with the well-posedness, dynamical properties and numerical treatment of the generalised Euler equations on the Bott-Virasoro group with respect to the general Hk metric , k ≥ 2. The term “generalised Euler equations” is used to describe geodesic equa- tions on Lie groups, which unifies many differential equations and has found many applications in such as hydrodynamics, medical imaging in the compu- tational anatomy, and many other fields. The generalised Euler equations on the Bott-Virasoro group for k = 0, 1 are well-known and intensively studied— the Korteweg-de Vries equation for k = 0 and the Camassa-Holm equation for k = 1. Unlike these, the equations for k ≥ 2, which we call the mod- ified Camassa-Holm (mCH) equation, is not known to be integrable. This distinction motivates the study of the mCH equation. In this thesis, we derive the mCH equation and establish the short time existence of solutions, the well-posedness of the mCH equation, long time existence, the existence of the weak solutions, both on the circle S and R, and three conservation laws, show some quite interesting properties, for example, they do not lead to the blowup in finite time, unlike the Camassa-Holm equation. We then consider two numerical methods for the modified Camassa-Holm equation: the particle method and the box scheme. We prove the convergence result of the particle method. The numerical simulations indicate another interesting phenomenon: although mCH does not admit blowup in finite time, it admits solutions that blow up (which means their maximum value becomes infinity) at infinite time, which we call weak blowup. We study this novel phenomenon using the method of matched asymptotic expansion. A whole family of self-consistent blowup profiles is obtained. We propose a mechanism by which the actual profile is selected that is consistent with the simulations, but the mechanism is only partly supported by the analysis. We study the four particle systems for the mCH equation finding numeri- cal evidence both for the non-integrability of the mCH equations and for the existence of the fourth integral. We also study the higher dimensional case i ABSTRACT ABSTRACT and obtain the short time existence and well-posedness for the generalised Euler equation in the two dimension case. ii Acknowledgements Firstly, I would like to express my sincere thanks to my main supervisor, Prof. Robert McLachlan, who has spent many, many hours over the last four years enthusiastically and patiently teaching me the theory of dynami- cal systems, geometric integration, how to implement numerically the various mathematics ideas, and how to improve my English! I have always appreci- ated your friendly manner and encouragement to try new ideas and attend international conferences. Special thanks also go to my supervisor Dr. Matt Perlmutter for your encouragement, your investment of time and patiently explaining to me when your were bombed with my geometry questions which are quite simple and may be even stupid to you. I would like to acknowledge all my PhD fellows, especially Dion and Brett, for making my PhD experience at Massey much more rich and pleas- ant. Many thanks to the IFS staff at Massey who are friendly and helpful, especially to Kee Teo, for helping me to navigate my tutorship and other intricacies of life at Massey. I am grateful to acknowledge that this work has been supported by NZ- IMA thematic PhD scholarship. Additional travel support was provided by Education Ministry of New Zealand (to enable me to visit Chinese Academy of Sciences, Beijing), NZIMA travel funding and IFSGRF of Massey Univer- sity (to enable me to visit Newton Institute of Cambridge University and to attend SciCADE07 in France), for which I am thankful. A special thanks to my family, especially my wife, Wendy, and my son, William, for the support and freedom to pursue my interests. I dedicate this thesis to the memory of my father, who, together with my mother, brought me up under the very hard condition, kept encouraging me to study for my interests but passed away two years ago. Xingyou Philip Zhang, July 11, 2008 iii Contents Abstract i Acknowledgements iii List of Spaces vii 1 Introduction 1 1.1 Euler Fluid Equations: A Brief History . . . . . . . . . . . . . 2 1.2 Arnold’s Viewpoint . . . . . . . . . . . . . . . . . . . . . . . . 3 1.2.1 Shallow Water Equations . . . . . . . . . . . . . . . . . 4 1.2.2 Abstract Euler-Poincare´ Equations . . . . . . . . . . . 5 1.3 Particle solutions . . . . . . . . . . . . . . . . . . . . . . . . . 6 1.4 Numerical Approaches . . . . . . . . . . . . . . . . . . . . . . 8 1.4.1 Particle Method . . . . . . . . . . . . . . . . . . . . . . 8 1.4.2 Box Scheme . . . . . . . . . . . . . . . . . . . . . . . . 8 1.4.3 Multi-symplectic Methods . . . . . . . . . . . . . . . . 9 1.5 Applications . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10 1.6 Thesis Preview . . . . . . . . . . . . . . . . . . . . . . . . . . 10 2 Preliminary Tools 14 2.1 PDE Basics . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 2.1.1 Sobolev Spaces . . . . . . . . . . . . . . . . . . . . . . 15 2.1.2 Kato Theory . . . . . . . . . . . . . . . . . . . . . . . 19 2.2 Riemannian Geometry . . . . . . . . . . . . . . . . . . . . . . 21 2.3 Lie Groups . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23 2.3.1 Lie Group and Adjoint Representation . . . . . . . . . 24 2.3.2 Co-adjoint Representation of a Lie Group . . . . . . . 26 2.3.3 Invariant Metrics of Lie Groups . . . . . . . . . . . . . 26 2.3.4 Applications to Hydrodynamics . . . . . . . . . . . . . 29 iv CONTENTS CONTENTS 3 Well-posedness 30 3.1 Derivation of the Equations . . . . . . . . . . . . . . . . . . . 30 3.1.1 Bott-Virasoro Group . . . . . . . . . . . . . . . . . . . 30 3.1.2 Derivation of the Equations . . . . . . . . . . . . . . . 31 3.2 Local Well-posedness . . . . . . . . . . . . . . . . . . . . . . . 32 3.2.1 Conservation Laws . . . . . . . . . . . . . . . . . . . . 37 3.3 Global Well-posedness . . . . . . . . . . . . . . . . . . . . . . 38 3.3.1 Extra Properties for a = 0 . . . . . . . . . . . . . . . . 40 3.4 Weak Solutions for a = 0 . . . . . . . . . . . . . . . . . . . . . 44 3.5 The Whole Real Line Case . . . . . . . . . . . . . . . . . . . . 49 3.6 Remarks on the Generalisations . . . . . . . . . . . . . . . . . 51 3.7 Conjugate Points and Beyond . . . . . . . . . . . . . . . . . . 51 3.8 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . 55 4 Numerics 57 4.1 Particle methods . . . . . . . . . . . . . . . . . . . . . . . . . 57 4.2 Box Scheme . . . . . . . . . . . . . . . . . . . . . . . . . . . . 65 4.3 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . 67 5 Asymptotics 69 5.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . 69 5.2 Asymptotic PDE . . . . . . . . . . . . . . . . . . . . . . . . . 70 5.3 Are Steady Solutions Stable? . . . . . . . . . . . . . . . . . . . 75 5.3.1 Upstream Boundary Conditions for (5.12) . . . . . . . 75 5.3.2 Around the General Steady Solution (5.8) . . . . . . . 79 5.3.3 Around the Limit Steady Solution (5.9) . . . . . . . . . 83 5.4 The Family of Steady Solutions . . . . . . . . . . . . . . . . . 85 5.5 Remarks on the Camassa-Holm Equation . . . . . . . . . . . . 92 5.6 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . 93 6 Four Particle Systems 95 6.1 Motivation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 95 6.2 Lyapunov Exponents . . . . . . . . . . . . . . . . . . . . . . . 96 6.3 How to Compute Them? . . . . . . . . . . . . . . . . . . . . . 96 6.4 Four Particle Systems . . . . . . . . . . . . . . . . . . . . . . . 98 6.5 Conclusions . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100 7 Higher Dimensional Case 105 7.1 Introduction . . . . . . . . . . . . . . . . . . . . . . . . . . . . 105 7.2 Local Well-posedness . . . . . . . . . . . . . . . . . . . . . . . 105 v CONTENTS CONTENTS 8 Future Work 112 8.1 Stability of the Asymptotic Solutions . . . . . . . . . . . . . . 112 8.2 Positivity of Solutions . . . . . . . . . . . . . . . . . . . . . . 114 8.3 Higher Dimensional Case . . . . . . . . . . . . . . . . . . . . . 114 A Properties of the Green’s Function 115 B Multi-symplectic Formulation 119 B.1 Multi-symplectic Geometry . . . . . . . . . . . . . . . . . . . 119 B.2 Formulation for mCH . . . . . . . . . . . . . . . . . . . . . . 129 Bibliography 133 vi List of Spaces Here is the list of various spaces in Chapter 1 − Chapter 7. The notation Its meaning B(X, Y ) The space of all bounded linear operators from X to Y C([a, b], X) The set of all continuous functions from [a, b] to X Cα(Ω) Ho¨lder spaces defined in Section 2.1 C1,c(Ω) The set of all continuous functions with compact supports in Ω and continuous first order derivatives in Ω Diff(S) The set of all diffeomorphisms from S to S preserving the orientation Ds(S) The set of all Hs diffeomorphisms on S D̂(S) Bott-Virasoro group defined in Section 3.1 G(X, 1, β) The set of quasi-m-accretive operators in X defined in Section 2.1.2 GL(V ) The set of all invertible linear operators from V to V Hs(Rn) W s,2(Rn) Hs(S) The s-th order Sobolev space W s,2(S) H∞(S) ∞⋂ s=1 Hs(S) Lp(Ω) The set of all measurable functions u with ∫ Ω |u|pdx <∞ L∞(Ω) The set of essentially bounded measurable functions on Ω R1 The standard one dimensional Euclidean space Rn The standard n dimensional Euclidean space S The unit circle R1/2piZ SO(n) The group of special orthogonal transforms in Rn+1 W k,p(Ω) Sobolev spaces defined in Section 2.1 vii Chapter 1 Introduction However sublime are the researches on fluids which we owe to Messrs Bernoulli, Clairaut and d’Alembert, they flow so naturally from my two general formulae that one cannot sufficiently admire this accord of their profound meditations with the simplicity of the principles from which I have drawn my two equations... ——L. Euler, 1752. The Euler fluid equation for the perfect (ie, inviscid incompressible) fluid has been one of the most attractive PDEs in the mathematical physics since it appeared about 250 years ago. It can be derived from the conservation of the mass and momentum of the fluid. However, V.I. Arnold [3] proposed in 1966 a completely different perspective which says that the Euler fluid equation can be viewed as the geodesic equation on some diffeomorphism groups with respect to some invariant metric. Arnold’s approach has laid a theoretical foundation to exploit a simple construction in Lie group to unify various dynamical systems in mathematical physics. Now the term “gener- alised Euler equations” (or Euler-Poincare´ equations) are used to describe the general geodesic equations on Lie groups. The Korteweg-de Vries (KdV) equation and the Camassa-Holm (CH) equation are two examples of generalised Euler equations. They can be viewed as the Euler equations on the Virasoro group D̂s(S) (or on the diffeo- morphism group Diff(S) for the limiting case) with respect to the L2 metric (ie H0 metric) and H1 metric respectively on its Lie algebra [64]. These equations read mt + umx + 2uxm = a∂3xu with m = u for the KdV equation and m = (1− ∂2x)u for the Camassa-Holm equation. 1 CHAPTER 1. INTRODUCTION 1.1. EULER FLUID EQUATIONS: A BRIEF HISTORY My thesis mainly concerns the analytical and dynamical properties of their generalised version (which we call the modified Camassa-Holm equa- tion) mt + umx + 2uxm = a∂3xu with m = (1− ∂2x + · · ·+ (−1)k∂2kx )u, k ∈ N, (1.1) with the following motivations:  Mathematically, KdV and Camassa-Holm have some significant differ- ences in dynamics. For example, the Camassa-Holm equation leads to blowup in finite time for some initial values and admits smooth solu- tions for some other initials while for KdV [111] we have the global wellposedness for all smooth enough initial values. So it is natural to ask how the dynamics of the generalised Euler equations depends on the metric on the Lie algebra? Or more specifically, how do the so- lutions of the generalised Euler equations on D̂s(S) corresponding to the Hk metric, with k 6= 0, 1, on its Lie algebra behave dynamically? We know that the KdV and Camassa-Holm equations are integrable systems, then how about the general Hk metric case?  Just as the Euler fluid equation has the point vortex solutions, the KdV equation has the so-called soliton solutions, while CH admits the peakon solutions. All these solutions are the so-called “particle solu- tions”. The peakons in the Camassa-Holm equation corresponds to the Dirac δ function in the momentum, just the same as the vortex in the fluid dynamics. The study of peakons (and solitons) are closely related to the integrability, what can we say about the δ solutions of the gen- eralised Euler equations for the Hk metric while we do not know they are integrable or not?  D. Holm et al [53] discussed the applications of the generalised Eu- ler equations in the computational anatomy and mentioned that a smoother kernel than the inverse of I−4 is used there. Mathematically, this means that we need to consider the dynamics of the generalised Euler equations of Hk metric other than H1 as in the Camassa-Holm equation. 1.1 Euler Fluid Equations: A Brief History Leonhard Euler, arguably one of the three greatest mathematicians in the history of human beings, published a number of major pieces of work [35] 2 CHAPTER 1. INTRODUCTION 1.2. ARNOLD’S VIEWPOINT through the 1750s setting up the main formulae for the study of fluid dynam- ics: the continuity equation, the Laplace velocity potential equation, and the Euler equations for the motion of an inviscid compressible fluid. After Euler’s work, Cauchy [20] described in 1823 the conservation of mass and angular momentum by PDEs. Material symmetry and frame invariance were used by Cauchy [20] and Poisson [95] to reduce the constitutive equations. The dissipative effects of internal frictional forces were modeled mathematically by Navier [90], Poisson [95] etc. In modern fluid dynamics, the Euler equations are in general used to term the equations that govern the motion of an incompressible, inviscid fluid:    ut + u · ∇u = −∇p in R2 or R3 divu = 0 in R2 or R3. (1.2) where p stands for the pressure, u the velocity. They correspond to the Navier-Stokes equations with zero viscosity, although they are usually written in the form of conservation laws and emphasize the fact that they directly represent conservation of mass and momentum. For 250 years, Euler’s equations have formed an essential part of the bedrock of our understanding of fluid flow. They are still one of the most fascinating PDEs. In the memorial issue of Bulletin of AMS, no.4, Vol. 44, 2007, devoted to the 300th anniversary of Euler’s birth, two of the six surveys are about the Euler fluid equations. 1.2 Arnold’s Viewpoint Arnold [3] in 1966 introduced a completely new viewpoint on the Euler equa- tions: they are equivalent to the equation of geodesics on a diffeomorphism group with an invariant metric! His method uses one simple construction in Lie group to give a unified approach to a great variety of differential dynami- cal systems, from the simple (Euler) equation of a rotating top (corresponding to the group SO(3) with the metric 〈ω, Iω〉, here I = diag(I1, I2, I3)) to the (Euler) hydrodynamics equations (corresponding to the group SDiff(M) with the metric L2). This led to a totally new stage of development of the Euler equations. Ebin and Marsden [34] in 1970 used this viewpoint to prove the well- posedness for the Euler equations and Navier-Stokes equations of an incom- pressible fluid on a (possibly with boundary) Riemannian manifold (cor- 3 CHAPTER 1. INTRODUCTION 1.2. ARNOLD’S VIEWPOINT responding the group SDiff(M) with the L2 metric), which has not been bettered until nowadays. A curious application [5, 63] of this theory is an explanation of why long- term dynamical weather forecasts are not reliable: Arnold’s explicit estimates related to curvatures of diffeomorphism groups show that the earth’s weather is essentially unpredictable after two weeks as the error in the initial condition grows by a factor of 105 for that period, that is, one loses 5 digits of accuracy. Another application [5, 63] is related to the Sakharov-Zeldovich problem on whether a neutron star can extinguish by “reshaping” and turning to radiation the excessive magnetic energy. Now the equations of geodesics on Lie groups are called generalized Euler equations (or Euler-Poincare´ equations), which include the Euler equations in fluid dynamics and many interesting partial differential equations in math- ematical physics and other areas, for example:  Landau-Lifshitz equations of micromagnetics  Template matching equations used in image processing. With this term, the well-known Camassa-Holm equation can be also cat- egorized as an Euler equation. 1.2.1 Shallow Water Equations In the study of shallow water waves, Camassa and Holm [18] derived in 1993 the following partial differential equation (I − ∂2x)ut + 2∂xu · (I − ∂2x)u+ u · (∂x − ∂3x)u = 0, (1.3) by an asymptotic expansion directly in the Hamiltonian and intensively stud- ied its properties: its complete integrability, its bi-Hamiltonian structure, in- finite conservation laws and the existence of peaked soliton solutions. For these reasons, this PDE is called the Camassa-Holm equation and often considered as one of the most fascinating PDEs in mathematical physics. Since the birth of this equation, many people have contributed to the well- posedness study on the whole real line R or on the unit circle S: to mention a few, Arnold and Khesin [5], Constantin and McKean [25], McKean [84], and the references therein. Local well-posedness for (1.3) was discussed by Constantin [27], Constantin and Escher [28] for the initial data in Hs(S) with s ≥ 4 and s ≥ 3 respectively, and by Misio lek [88] with s > 3/2. Local well- posedness in the non-periodic case was proved for the initial data in Hs(R) 4 CHAPTER 1. INTRODUCTION 1.2. ARNOLD’S VIEWPOINT with s > 3/2 by Li and Olver [70] and Rodriguez-Blanco [97]. Classical so- lutions can become singular in finite time if the initial momentum (I − ∂2x)u changes sign. It is worthwhile to mention that Xin and Zhang [108] proved the global existence of the weak solution in the energy space H1(R) with- out any sign conditions on the initial value, and the uniqueness of this weak solution is obtained under some restrictions on the solution [109]. Khesin and Misio lek [64] proved that the Camassa-Holm equation is the equation of the geodesic flow associated to H1(S) metric on the diffeo-group Diff(S) of the circle, which is the Euler-Poincare´ equation by using the La- grangian associated with the H1 metric for the fluid velocity, ie, the La- grangian as a function of the fluid velocity which is given by the quadratic form, l(u) = 12 ∫ (u2 + u2x)dx. 1.2.2 Abstract Euler-Poincare´ Equations Let G be a Lie group and g its associated Lie algebra (identified with the tangent space to G at the identity element), with Lie bracket denoted by [ξ, η] for ξ, η ∈ g. Let l : g 7→ R be a given Lagrangian and L : TG 7→ R the right invariant Lagrangian on G obtained by translating l from the identity element to other points of G via the right action of G on TG. A basic result of Euler-Poincare´ theory [50, 52] is that the Euler-Lagrange equations for L on G are equivalent to the (right) Euler-Poincare´ equations for l on g : d dt δl δξ = −ad ∗ ξ δl δξ . Here adξ : g 7→ g is the adjoint operator of the linear map given by the Lie bracket η 7→ [ξ, η], ad∗ξ : g∗ 7→ g∗ is given by (ad∗ξ(µ), η) = (µ, [ξ, η]), where (·, ·) is the pairing between g∗ and g. The Euler-Poincare´ equation can also be written in the variational form δ ∫ ldt = 0 for all the variations of the form δξ = η˙ − [ξ, η] for some curve η in g that vanishes at the endpoints. If the reduced Legendre transformation ξ 7→ µ = δlδξ is invertible, then the Euler-Poincare´ equations are equivalent to the (right) Lie-Poisson equations [51]: µ˙ = −ad∗δh δµ µ, where the reduced Hamiltonian is given by h(µ) = (µ, ξ)− l(ξ). These equa- tions are equivalent to Hamiltonian equations on T ∗G relative to the Hamil- tonian H : T ∗G 7→ R, obtained by right translating h from the identity element to other points via the right action of G on T ∗G. 5 CHAPTER 1. INTRODUCTION 1.3. PARTICLE SOLUTIONS 1.3 Particle solutions The Euler fluid equation has a striking feature: it admits the particle solu- tions. The following explanation is quite basic and can be found in any good mathematical textbook on fluid dynamics (e.g. [23]). Taking the curl on the first equation in (1.2) gives the differential equation on the vortex ω ≡ ∇× u Dω Dt − (ω · ∇)u = 0 (1.4) where DDt = ∂∂t +u ·∇, from which the stream function ψ(x, t) can be defined by −4ψ = ω, so we have the relation between u and ω u(x, t) = Kω (1.5) for some convolution operator K depending on the dimension of the space under consideration. We have ω(φ(x, t), t) = ∇φ(x, t) · ω(x, 0), (1.6) where φ(x, t) is the flow map ∂φ ∂t = u(φ(x, t), t), φ(x, 0) = x. (1.7) Now imagine the vorticity in a fluid is concentrated in N vortices ω = N∑ j=1 Γjδ(x− xj), then the stream function is (here we take x = (x1, x2) ∈ R2 as an example): ψ(x) = − ∫ ω(x′)G(x− x′)dx′ = − 12pi N∑ j=1 Γj log ||x− xj ||, (1.8) where G(x) = 12pi log ||x|| is the Green’s function of the Laplacian operator 4 in R2. The velocity field generated by these N point vortices is u(x, t) = (∂x2ψ,−∂x1ψ) = [ − N∑ j=1 Γj 2pi x2 − x2j r2j , N∑ j=1 Γj 2pi x1 − x1j r2j ] , (1.9) 6 CHAPTER 1. INTRODUCTION 1.3. PARTICLE SOLUTIONS where rj = ||x − xj ||. Then the equation of motion that the points xj = (x1j (t), x2j(t)), j = 1, 2, · · · , N satisfies is dx1j dt = − 1 2pi ∑ i6=j Γi(x2j − x2i ) r2ij and dx2j dt = 1 2pi ∑ i6=j Γi(x1j − x1i ) r2ij (1.10) where rij = ||xi − xj ||. This is a Hamiltonian system with the Hamiltonian H = − 14pi ∑ i6=j ΓiΓj log ||xj − xi||. Through the above process, we reduce the Euler fluid equation into a 2N ODE system, this is quite interesting and leads directly to the particle method in the numerical simulation we will mention in the next section. What makes it more attractive is that not only does the Euler fluid equation have the particle solutions as above, the other Euler equations also have this property. The Euler fluid equation has two forms: one is (1.2), the other is (1.4) with (1.5). Let us look at the generalised Euler equations, take the CH equation mt + umx + 2umx = a∂3xu with m = (1− ∂2x)u as an example. This form of the CH equation corresponds to (1.4) with (1.5), and if we express m in terms of u, then we get a differential equations in u, which corresponds to the Euler fluid equation (1.2). The so-called “peakon solutions ” in the CH equation is exactly the counterpart of “point vortices” solutions in the Euler fluid dynamics. There is a natural parallel relation between the Euler fluid equation and the other generalised Euler equations. Now that the point vortices are interesting and important in the study of fluid dynamics, we naturally want to find the role of the Dirac δ solution in the generalised Euler equation and how the smooth solutions of the equation tend to it? This motivates us to the asymptotic study which we do in Chapter 5. Another thing worth mentioning: up to now, all the studies on the solitons or the peakons are related to the complete integrability, which is a very beautiful and wonderful but very special property that the KdV equation, the CH equations and some other special PDEs have. But for the mCH equations we study in this thesis, we do not know if they are completely integrable (actually, we tend to believe they are not, supported by our numerical study), however, they admit the Dirac δ solutions (which we call “soliton solutions” too). Can we find a mechanism other than the integrability that generates the solitons? 7 CHAPTER 1. INTRODUCTION 1.4. NUMERICAL APPROACHES 1.4 Numerical Approaches Many attempts to simulating numerically the Camassa-Holm equation can be found in the literature. We just mention a few of them. 1.4.1 Particle Method In recent years, particle methods have become one of the most useful and widespread tools for approximating solutions of partial differential equations in a variety of fields. In these methods, a solution of a given equation is rep- resented by a collection of particles, located in points qi and carrying weights pi. Equations of evolution in time are then written to describe the dynamics of the location of the particles and their weights. Due to the Lagrangian nature of the method, small scales that might develop in a solution can be easily described with a relatively small number of particles. This property and the fact that they are mesh-free made particle methods so attractive in a variety of problems with extremely large deformation, moving boundaries or discontinuities, such as hydrodynamics, electrodynamics and molecular dynamics etc. In the numerical study of shallow water equation, Camassa, Huang and Lee [17] proposed an algorithm corresponding to a completely integrable particle lattice, which has some analogies with the vortex methods for the two dimensional Euler equations. Actually, the particles they used correspond to a solution of the following form to the CH equation: u(x, t) = N∑ i=1 pi(t)e−|x−qi(t)|. They proved the convergence of the method and furthermore introduced a fast summation algorithm to evaluate the integrals of the particle method so that the computational cost can be reduced from O(N2) to O(N), where N is the number of particles. 1.4.2 Box Scheme The box scheme in numerically solving PDEs is related to Preissmann [96]. Zhao and Qin [110] and Ascher and McLachlan [6] developed it. Ascher and McLachlan [6] compared the box schemes with other numerical methods when applied to the KdV equation and proved that the box scheme preserves unconditionally the dispersion relation, which accounts for the very good 8 CHAPTER 1. INTRODUCTION 1.4. NUMERICAL APPROACHES robustness and stability. We know that the box scheme is a multi-symplectic scheme for the KdV equation(see next subsection for this concept). 1.4.3 Multi-symplectic Methods One of the very active fields in numerical differential equations in the recent two decades is the structure-preserving algorithms. Among them the so- called symplectic method is the fastest growing area. We now have some excellent monographs on Geometric Numerical Integration, e.g., [49],[68] etc and the review [86]. For Hamiltonian PDE, we have the so-called multi-symplectic algorithm, which extends the symplectic algorithm for ODEs to PDEs and preserves the symplectic structure in both the time direction and the space direction. There are two approaches to multi-symplectic algorithms: T. J. Bridges and S. Reich [13, 14] proposed the Hamiltonian PDEs into the forms of first order partial differential equations Kzt + Lzx = ∇zS(z), (1.11) for some skew symmetric matrices K,L, and S is a smooth function, and then introduced some numerical schemes preserving the symplecity in both x and t directions. Wonderful reviews on this approach and its recent developments include [15], [55],[89] and Brett Ryland’s thesis [99]. The other approach, proposed by Marsden et al., is from the variational principle [76, 78], where they showed the existence and preservation of the fundamental multi-symplectic structures for Hamiltonian PDEs and can be obtained directly from the variational principle by using the multi-symplectic geometry. The Camassa-Holm equation is rich in geometric structures. Kouran- baeva and Shkoller [66] studied the second order multi-symplectic field the- ory and showed that the multi-symplectic structure can be obtained from the variation of the action functional, which generalised the theory of [76] from the first order field theory to the second order field theory. They applied their abstract formulation to the Camassa-Holm equation to get a multi- symplectic algorithm. Recently, Cohen, Owren and Raymaud [24] proposed two different multi-symplectic formulations for the Camassa-Holm equation and proved that the Euler box scheme preserve the multi-symplecity, and one of their methods behaves very well in simulating the head-on collision of solitons. 9 CHAPTER 1. INTRODUCTION 1.5. APPLICATIONS 1.5 Applications The theory on generalised Euler equations unifies various differential equa- tions arisen from mathematical physics, so it has naturally found many ap- plications in the field of mathematical physics, [5, 21, 52, 54] etc. At the same time, it has many significant applications in other fields such as image processing [53, 85] and so on. In [85], the authors first studied the singular solutions of the general Euler equations, and their connection with the vortex sheet solutions of the incompressible Euler equations, and then analysed the stability of straight and circular sheets, and studied the stability for various metrics, and for various directions of the momentum vectors on the sheet. D. Holm et al. [53] found some applications of EPDiff (ie the generalised Euler equation) in the Computational Anatomy (CA) which was pioneered by Grenander [46] through the notion of deformable templates. Roughly speaking, a deformable template is an “object, or examplar” I0 ⊂ R2 or R3 on which a group G acts and generates a set of new objects through the orbit GI0. The authors of [53] drew parallels between the template matching in CA and the fluid flows in hydrodynamics. They pointed out that, the Green kernels for the operators used to defined the quadratic cost or effort function in CA are typically smoother than the inverse of the Helmholtz operator 1−4 used in the H1 model in hydrodynamics. 1.6 Thesis Preview With the motivations mentioned in the beginning of this chapter, we are concerned with the following topics in this thesis:  the derivation of the Euler equation with respect to the general Hk(S) metric, k ≥ 2;  the well-posedness of the derived equation;  some numerical approaches to this equation;  some asymptotic analysis for the equation;  the four particle system of the H2 metric; and  some local well-posedness for higher dimensional case. More specifically, Chapter 2 is concerned with the preliminary mathemat- ics which provides us with some functional, geometrical and numerical tools for later development. 10 CHAPTER 1. INTRODUCTION 1.6. THESIS PREVIEW Chapter 3 is about the derivation of the generalised Euler equation on Diff(S) with respect to the general Hk metric and its well-posedness. Section 3.1 is about the derivation of the mCH equation; Section 3.2 is about the local well-posedness while Section 3.3 about the global well-posedness; Section 3.4 is concerned with the global weak solution of the mCH. Then we discuss some generalisations in Sections 3.5 and 3.6. In Section 3.7, we discuss the existence of the conjugate points of the geodesic curve starting from constant solutions of the mCH equation. Chapter 4 presents the numerical study on the equations. Here we con- sider the limiting case, ie, the case of a = 0 just for simplifying the presenta- tion. We propose two schemes: particle method (for the circle case) and the box scheme (for the whole real line R1 case). The first corresponds to the important properties of mCH equations: they admit the particle solutions and the Hamiltonian structure. The latter scheme is known to be multi- symplectic when applied to the KdV equation and some other Hamiltonian PDEs, but we don’t know whether it is so when applied to mCH. However, it gives a very stable simulation. Chapter 5 studies the blowup profile by asymptotic analysis. In section 5.1, we derive some asymptotic PDE by the method of asymptotic expansion, and then discuss the stability of the stationary solutions. Then in Section 5.3, we show some numerical simulations that suggest the blowup profile may wander within the one parameter family of steady solutions, which we can not explain why. We use the particle method to study a four particle system corresponding the mCH in Chapter 6. We know that the mCH has the following conserved quantities: ∫ m, ∫ mu (and the third one ∫ |m| 12 for the limiting case). We want to know if there are some other conserved quantities? From our study of the four particle system, it is expected that there is another conserved quan- tity because the numerical simulation on the Lyapunov exponents strongly suggests that at most one of the Lyapunov exponents is positive which means there should be another conserved quantity! Higher dimensional case is studied in Chapter 7, where we have ob- tained some local existence for the two dimensional case by the regularisation method. Chapter 8 outlines some future work on this equation. At last, there are two appendices, we prove some very nice analytic prop- erties for the Green functions for the operator 1−∂2x+∂4x in the first appendix; and then some material on the multi-symplectic formulation for mCH, which is obtained via the multi-symplectic geometry approach. 11 CHAPTER 1. INTRODUCTION 1.6. THESIS PREVIEW Let us conclude this chapter with a table which describes the similari- ties and differences between the Camassa-Holm equation and the modified Camassa-Holm equations. 12 C H A PT ER 1. IN T RO D U C T IO N 1.6. T H E SIS P R E V IE W The Camassa-Holm equation vs the modified Camassa-Holm equation for k ≥ 2 The Camassa-Holm equation The Modified Camassa-Holm equation Completely integrable X ? but we tend to believe it is not X Local well-posedness X (Kato theory) Kato theory but an extra effort needed to get the nice properties of the Green functions Finite time blowup X for some initial values never Global well-posedness X for + or − initial values always X (the proof is surprisingly simple) Number of infinite conserved quantities two obvious conserved, and our study conserved quantities because of the integrability suggests another conserved integral Particle methods X X Box scheme X and multi-symplectic X but we don’t know if it is multi-symplectic Conjugate Points X X to constant solutions but we need to solve a higher order linear PDE Asymptotic profile only numerical simulation numerical results and partial analysis results 13 Chapter 2 Preliminary Tools fµ“ó–õÙ¯§7k|Ùì......” ——5؊6§úc480c" The mechanic, who wishes to do his work well, must first sharpen his tools... —Confucius, The Confucian Analects, ∼ 480 BC. A long time ago, when younger and rasher mathematicians, we both momentarily harboured the ambition that one day, older and wiser, we might write a multivolume treatise titled “On the Mathematical Foundations of Numerical Analysis”. Then it dawned that such a creation already exists: it is called “a mathematics library”. —B. Baxter and A. Iserles [8], 2003. In this chapter, we collect some basic concepts and theorems from par- tial differential equations, Lie groups and Riemannian geometry, mainly for getting acquaintance with the basic notations, ideas and terminology. 2.1 PDE Basics We will present some fundamental concepts in PDE and Kato theory on quasilinear evolutionary equations. The material can be found, e.g. in [37], [61] and [102] etc. 14 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS 2.1.1 Sobolev Spaces Definitions Fix 1 ≤ p ≤ ∞, k a non-negative integer and Ω ⊂ Rn a domain. Definition 2.1 The Sobolev space W k,p(Ω) consists of all locally summable functions u : Ω 7→ R such that for each (non-negative integer-components) multi-index α = (α1, α2, · · · , αn) with |α| ≡ ∑n i=1 αi ≤ k, the weak deriva- tives Dαu exists and Dαu ∈ Lp(Ω). When p = 2, we usually write Hk(Ω) = W k,2(Ω). With the standard norms ||u||W k,p(Ω) ≡     ∑ |α|≤k ∫ Ω |Dαu|pdx   1 p (1 ≤ p ≤ ∞) ∑ |α|≤k esssup|Dαu| (p =∞), (2.1) it is easy to check that W k,p(Ω) are Banach spaces and Hk(Ω) are Hilbert spaces if we identify f = g as an element of W k,p(Ω) provided f(x) = g(x) for almost all x ∈ Ω. When Ω = Rn or Tn(= Rn/Zn) and p = 2, we have another equivalent approach to Sobolev spaces: u ∈ Hk(Rn) or Hk(Tn)⇐⇒ both u and 〈ξ〉kuˆ ∈ L2, where 〈ξ〉 ≡ (1 + |ξ|2) 12 and uˆ is the Fourier transform of u if Ω = Rn and uˆ is the corresponding Fourier coefficients of u if Ω = Tn. This approach can be easily extended from integer k to general real s ∈ R : Hs(Rn) ≡ { u ∈ S ′(Rn) : both u and 〈ξ〉suˆ ∈ L2(Rn) } , where the Schwarz space S ′ stands for the tempered growth distributions in Rn. We can introduce the Sobolev spaces with negative index by the dual space, ie, for non-negative real s ≥ 0, we define W−s,p(Rn) ≡ ( W s,p′(Rn) )∗ , where 1p + 1p′ = 1. For p = 2, we have H−s(Rn) ≡ (Hs(Rn))∗. 15 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS Basic Properties of Sobolev Spaces Theorem 2.2 Let Ω be bounded, and suppose that u ∈ W k,p(Ω) for some 1 ≤ p <∞, then there exist functions um ∈ C∞(Ω) ⋂ W k,p(Ω) such that lim m→∞ ||um − u||W k,p(Ω) = 0. This is Theorem 2 in Section 5.3.2 of [37]. We denote W k,p0 (Ω) the closure in W k,p(Ω) of the set C∞0 (Ω) which consists of the smooth functions with compact support in Ω. If Ω = S is the unit circle, then we can define the Sobolev space W k,p(S) as the completion of the smooth function space C∞(S) with respect to the corresponding norm given by (2.1). For Sobolev spaces, the most important theorem is the following embed- ding theorem: Theorem 2.3 (Embedding Theorem) (1) If s > n2 + k for an integer k ≥ 0, then Hs(Rn) ⊂ Ck(Rn). (2) If s > n2 + α for a real 0 ≤ α ≤ 1, then Hs(Rn) ⊂ Cα(Rn). (3) If Ω is a bounded domain with locally Lipschitz boundary, then W k,p(Ω) can be compactly embedded into Cλ,α(Ω) if k − np > λ + α for some integer λ ≥ 0 and 0 ≤ α < 1. W k,p(Ω) can be compactly embedded into Lq(Ω) if k − np > −nq . (4) W 1,2(R1) ⊂ L∞(R1) and W 1,1(R1) ⊂ L∞(R1) for the whole real line R. Here, the Ho¨lder spaces Cα(Ω) and Cλ,α(Ω) are defined by Cα(Ω) ≡ { u ∈ C(Ω) : ||u||Cα = sup x 6=y∈Ω |u(x)− u(y)| |x− y|α < +∞ } Cλ,α(Ω) ≡ { u ∈ C(Ω) : Dλu ∈ Cα(Ω) } . Proof The proof of the first three items can be found in, eg, [37], Theorem 6 in Section 5.6 of [37] and Theorem 1 in Section 5.7 there. The last item can be proved very easily as follows: For any u ∈ W 1,2(R1), the Cauchy inequality gives us 2u(x)2 = ∫ x −∞ 2uuxdx− ∫ +∞ x 2uuxdx ≤ ||u||2W 1,2(R1), 16 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS so ||u||2L∞ ≤ 1 2 ||u|| 2 W 1,2(R1). If u ∈ W 1,1(R1), then |u(x)| = ∣∣∣∣ ∫ x −∞ uxdx ∣∣∣∣ ≤ ∫ x −∞ |ux|dx, so ||u||L∞ ≤ ||u||W 1,1(R1). From the embedding theorem, we know that if u ∈ Hs(Rn) for s > n2 , then u is bounded and continuous, whose dual proposition tells us that The Dirac delta function δ ∈ H−n2−ε(Rn), for all ε > 0. (2.2) Properties of Hs(S) We are mainly concerned with, in the later chapters, the Sobolev spaces Hs(S) which consists of the periodic one-variable Sobolev functions. We need some estimates on the product of two Sobolev functions and on the commutators which we collect here without detail proof. Lemma 2.4 [62] For the 1D periodic Sobolev functions on S = [0, 2pi]: (1) Hs(S) is a Banach algebra for s > 1/2, and ||uv||Hs ≤ ||u||Hs||v||Hs for u, v ∈ Hs. (2.3) (2) For any s > 32 and u ∈ Hs(S) we have 〈u, uux〉Hs ≤ C(s)||ux||L∞||u||2Hs, (2.4) here 〈·, ·〉s means the standard inner product in Hs(S). If we denote Λ2k ≡ (1 − ∂2x + · · · + (−1)k∂2kx ) 1 2k for integer k ≥ 1, then Λ2k2k : Hr(S) 7→ Hr−2k(S) is an invertible mapping, and ∂xΛ2k = Λ2k∂x. We denote Λ2k by Λ if no confusion occurs. Moreover, if we denote [Λ, f ]g = Λ(fg)− fΛg, then from [62] [103], we have Lemma 2.5 If s > 0 and 1 < p <∞, (1) W s,p(S)⋂L∞(S) is an algebra, and ||uv||W s,p ≤ C(||u||L∞||v||W s,p + ||u||W s,p||v||L∞). (2.5) 17 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS (2) ||[Λs, u]v||Lp ≤ C(p, s)(||ux||L∞||Λs−1v||Lp + ||Λsu||Lp||v||L∞). (2.6) (3) ||[Dα, u]v||L2 ≤ C(||u||Hk||v||L∞ + ||ux||L∞||v||Hk−1) (2.7) for all α ≤ k with k positive integer. Kato and Ponce [62] proved this lemma for k = 1 and the same method yields the result for the general case. Lemma 2.6 On the norm estimates of product of two functions on S, we have (1) [61] Let s, t be real numbers such that −s < t ≤ s, then C||f ||Hs||g||Ht ≥    ||fg||Ht if s > 1/2, ||fg||Hs+t−1/2 if s < 1/2, (2.8) where C is a positive constant depending on s, t. (2) [62] For s ≥ 0, we have ||fg||Hs ≤ C (||f ||L∞||g||Hs + ||f ||Hs||g||L∞) . (2.9) (3) For s ≥ 0, we have ||fg||Hs ≤ C(||f ||W s,∞||g||L2 + ||g||Hs||f ||L∞). (2.10) Proof of (3) The inequality (2.9) is Lemma X4 from [62] whose proof is based on a lemma due to R. Coifman and Y. Meyer. Actually, the same ideas with obvious modifications yield a proof of (2.10). Another formal approach suggested by T. Tao [101] (page 338) is that we can heuristically think 〈Λ〉s(fg) v g(〈Λ〉sf) + f(〈Λ〉sg), (2.11) then take L2 norm on both sides and use the Ho¨lder inequality to get the required inequality (2.10). Lemma 2.7 For any two functions f, g defined on S, we have 18 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS (1) ||fg||Ht ≤ C||f ||Ht||g||Ht for t > 12 ; (2) ||fg||Ht ≤ C||f ||L∞||g||Ht for t ≤ 0; (3) ||fg||Ht ≤ C||f ||Ht+1/2||g||Ht+1/2 for 0 < t ≤ 12 . (4) ||fg||Ht ≤ C(||f ||L∞||g||Ht + ||g||L∞||f ||Ht) for t > 0. Proof (1) is the consequence of the fact that H t is a Banach algebra for t > 12 . (2) For t ≤ 0, and any h ∈ H−t(S), we have ∣∣∣∣ ∫ S fghdx ∣∣∣∣ ≤ |f |L∞ ∫ |gh| dx ≤ |f |L∞||g||Ht||h||H−t, (2.12) from which (2) follows. (3) The inequality follows from (1) and the fact ||fg||Ht ≤ ||fg||Ht+1/2. (4) The inequality is the Lemma X4 in [62], see also Lemma 2.6. The similar proof of Lemmas A.2 and A.3 in [61] will give Lemma 2.8 If s > 1/2 + 1, then ||[Λs4, f ]Λ1−s4 || ≤ C||f ′||Hs−1, (2.13) where || · || on the left denotes the operator norm in L2(S). Lemma 2.9 Let u ∈ Hs for some s > 3/2. Then ||Λ−r1[Λr1+r2+1, u]Λ−r2||B(L2) ≤ C||u′||Hs−1, |r1|, |r2| ≤ s− 1. (2.14) Kato [61] proved this lemma for Λ = (1−∂2x) 1 2 , but a obvious modification yields the same results for the general Λ = (1− ∂2x + · · ·+ (−1)k∂2kx ) 1 2k and we omit the details. 2.1.2 Kato Theory Our local well-posedness is based on the Kato Theory [61] which sets up the abstract theorems on the quasilinear evolutionary equations    ∂u ∂t + A(t, u)u = f(t, u) ∈ X, t ≥ 0, u(0) = u0 ∈ Y, (2.15) 19 CHAPTER 2. PRELIMINARY TOOLS 2.1. PDE BASICS where A(t, u) is a linear operator depending on the unknown u and X, Y are two Banach spaces satisfying some conditions. The equations we are concerned with in this thesis can be put into the form of (C)    ∂u ∂t + A(u)u = f(u) ∈ X, t ≥ 0, u(0) = u0 ∈ Y. (2.16) That means, the operators A and f do not depend on t explicitly. Some notations: B(X, Y ) denotes the space of all bounded linear op- erators from a Banach space X to a Banach space Y (B(X) if X = Y ); ∂ = ∂x = ∂∂x ; Λs2 = (I − ∂2x)s/2,Λs4 = (I − ∂2x + ∂4x)s/4, s ∈ R; 〈 , 〉s for the inner product on Hs; H∞ = ⋂ s≥0Hs; [A,B] = AB − BA denotes the commutator of the linear operators A and B. Some assumptions on (C): (X) X and Y are Hilbert spaces where Y ⊂ X is dense and the inclusion continuous, and there is an isomorphism S from Y to X such that ||ω||Y = ||Sω||X for all ω ∈ Y. (A1) Let W ⊂ Y be an open ball centered at 0. The linear operator A(u) belongs to G(X, 1, β) where β is a real number, where G(X, 1, β) is defined as the set of linear operators A(u) satisfying: 1. 〈Aω, ω〉X ≥ −β||ω||2X, ∀ ω ∈ D(A), the domain of A. 2. (A+ λ) is onto for some (all) λ > β. (A2) The map ω ∈ W 7→ B(ω) = [S,A(ω)]S−1 = SAS−1 −A ∈ B(X) (2.17) is uniformly bounded and Lipschitz continuous, i.e., there exist con- stants λ1, µ1 > 0 such that ||B(ω)||B(X) ≤ λ1, ||B(ω)− B(ν)||B(X) ≤ µ1||ω − ν||Y for all ω, ν ∈W. (A3) Y ⊆ ⋂ ω∈W D(A(ω)), so that A(ω)|Y ∈ B(Y,X) by the Closed Graph Theorem. Moreover, there exists µ2 > 0 such that, for all ω, ν ∈ W , we have ||A(ω)− A(ν)||B(Y,X) ≤ µ2||ω − ν||X . 20 CHAPTER 2. PRELIMINARY TOOLS 2.2. RIEMANNIAN GEOMETRY (f1) f : W → Y is bounded and there exist a constant µ3 > 0 such that ||f(ω)− f(ν)||X ≤ µ3||ω − ν||X , ∀ ω, ν ∈W, ||f(ω)− f(ν)||Y ≤ µ3||ω − ν||Y , ∀ ω, ν ∈W, Theorem 2.10 (Kato [61]) Under assumptions above on (C) with u0 ∈W , there exists a T > 0 such that there exits a unique solution u ∈ C([0, T ], Y )∩ C1([0, T ], X) to (C). Moreover, the map u0 ∈ Y → u ∈ C([0, T ], Y ) is continuous in the following sense: suppose lim n→∞ ||An(ω)− A∞(ω)||B(Y,X) = 0, limn→∞ ||Bn(ω)− B∞(ω)||B(X) = 0, lim n→∞ ||fn(ω)− f∞(ω)||Y = 0, limn→∞ ||u0,n(ω)− u0,∞(ω)||Y = 0, and consider the Cauchy problems (Cn)    ∂un ∂t + An(un)un = fn(un) ∈ X, t ≥ 0, un(0) = u0,n ∈W, n ∈ Z ∪ {∞}. (2.18) Suppose the assumptions above hold also for (Cn) with the same X, Y, S,W and the constants β, λi, µi are independent of n. Let Tn be the time of ex- istence of un. Then all un, with n large enough, can be extended to [0, T∞] and lim n→∞ ||un(t)− u∞(t)||C([0,T∞];Y ) = 0. The proof of Theorem 2.1 can be found in [61]. 2.2 Riemannian Geometry We will state some basic concepts in Riemannian geometry which we will use in the subsequent chapters. Definition 2.11 Let M be a differentiable manifold modelled on Rm, and if there is a positive definite mapping g : TM × TM 7→ R1 which is called the Riemannian metric, then (M, g) is called a Riemannian manifold. 21 CHAPTER 2. PRELIMINARY TOOLS 2.2. RIEMANNIAN GEOMETRY The fundamental theorem of Riemannian geometry states that on any Riemannian manifold there is a unique torsion-free metric connection, called the Levi-Civita connection of the given metric. Here a metric (or Rieman- nian) connection is a connection which preserves the metric tensor. More precisely: Let (M, g) be a Riemannian manifold (or pseudo-Riemannian manifold), then there is a unique connection ∇ which satisfies the following conditions: (1) for any vector fields X, Y, Z on M , we have, ∂Xg(Y, Z) = g(∇XY, Z) + g(Y,∇XZ), where ∂Xg(Y, Z) denotes the derivative of the function g(Y, Z) along the vector field X. (2) For any vector fields X, Y on M , we have ∇XY −∇YX = [X, Y ] where [X, Y ] denotes the Lie brackets for vector fields X, Y. (The first condition expresses the fact that the connection is compatible with the Riemannian metric, so that the metric tensor is preserved by parallel transport, while the second condition expresses the fact that the torsion of the connection is zero.) Definition 2.12 A parametrised curve γ : I 7→ M is a geodesic at t0 ∈ I if Ddt( dγ(t) dt ) ≡ ∇dγ(t)dt dγ(t) dt = 0 at the point t0; if γ is a geodesic at all t ∈ I, we say γ is a geodesic curve. Definition 2.13 The curvature R of a Riemannian manifold M is a corre- spondence that associates to every pair of vector fields X, Y ∈ TM a mapping R(X, Y ) : TM 7→ TM given by R(X, Y )Z = ∇Y∇XZ −∇X∇Y Z +∇[X,Y ]Z, Z ∈ TM, where ∇ is the Levi-Civita connnection. Now we can introduce Jacobi fields along a geodesic γ which, in some sense, describe the spreading rate of the nearby geodesics close to γ. Definition 2.14 Let γ(t) be a geodesic curve on M , and if a vector field J(t) on M satisfies the Jacobi equation D2 dt2J(t) +R(γ ′(t), J(t))γ′(t) = 0, then J(t) is called a Jacobi field along γ(t). 22 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS Clearly, γ′(t), tγ′(t) are Jacobi fields along γ(t) because R(γ′(t), γ′(t))γ′(t) = 0. So, one normally considers only the Jacobi fields along γ that are normal to γ′. Definition 2.15 Let γ : [0, a] 7→ M be a geodesic. The point γ(t0), with some t0 ∈ (0, a], is said to be conjugate to γ(0) along γ if there exists a Jacobi field J(t) along γ, not identically zero, with J(0) = J(t0) = 0. For example, on the two dimensional sphere S2, any semicircle jointing the north and south poles is a geodesics, and the two antipoles are conjugate points each other. Intuitively, the existence of the conjugate point means that the nearby geodesic curves γ1, generated by perturbating a geodesics γ along J(t), will comes back to γ(t) at some time. We conclude this section with the introduction of Lie derivative. Definition 2.16 Let X be a smooth vector field on M , and T a differentiable tensor field of rank (p, q) on M , then the Lie derivative of T with respect to X is defined at the point p ∈M by (£XT )p = d dt ∣∣∣∣ t=0 (φt)∗Tφt(p) where φt (or φ) is the one parameter flow generated by X and φ∗ is the pull-back of φ. For example, £Xf = Xf is the directional derivative of f along the direc- tional field X for any smooth function f : M 7→ R1. One can easily check that, £XY = [X, Y ] for vector fields X, Y on M. We have also the Cartan’s Magic Formula: £Xω = dıXω + ıX(dω) for any form ω on M , where d is the exterior differential operator and ıXω the contraction of ω and X. 2.3 Lie Groups Lie groups play a fundamentally important role in the study of differential equations with some (continuous) symmetry [92]. We pick up some basic concepts and results on Lie groups in this section, mainly from [5]. 23 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS 2.3.1 Lie Group and Adjoint Representation Definition 2.17 A group G is called a Lie group if G has a smooth structure and the two group operations are smooth. Its tangent space g at the identity e, as a linear space, is called the vector space of the Lie algebra of G. For example, all rotations of a rigid body about the origin is the Lie group SO(3). We know a coordinate change C in R4 leads to the similar transform which sends a matrix B ∈ SO(3) to the matrix CBC−1 ∈ SO(3). A similar structure exists for a general Lie group G. Definition 2.18 Given a Lie group G and g ∈ G, the map Ag : G 7→ G defined by Ag : h 7→ ghg−1 is called an inner automorphism of G. Obviously, Ag(e) = geg−1 = e, so the derivative of the mapping Ag maps g to g. Definition 2.19 The derivative Adg of Ag at the identity e: Adg : g 7→ g, Adga = (Ag∗|e)a, a ∈ g = TeG is called the group adjoint operator of G. Here F∗|x : TxM 7→ TF (x)M is the derivative (or push-forward) of a mapping F : M 7→M at x. If we denote GL(g) the space consisting of the invertible linear operators from g to g, then the mapping Ad : g 7→ Adg ∈ GL(g) can be thought as a mapping from G 7→ GL(g). So we can introduce Definition 2.20 Suppose g(t) is a curve in a Lie group G, g(0) = e, g˙(0) = ξ ∈ g, then the differential ad of the mapping Ad at the identity e ad = Ad∗|e : g 7→ GL(g), adξ = d dt ∣∣∣∣ t=0 Adg(t) is called the adjoint representation of the Lie algebra. For example, for the special orthogonal group G = SO(n) in Rn, we have adξω = [ξ, ω] = ξω − ωξ is the commutator of skew symmetric matrices ξ, ω ∈ so(n). 24 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS Definition 2.21 The commutator in the Lie algebra g is defined as the op- eration [ , ] : g × g 7→ g that associates to a pair of vectors ξ, η ∈ g the vector adξη, ie, [ξ, η] = adξη. The tangent space g with the operation [ , ] is called the Lie algebra of the Lie group G. Figure 2.3.1: The vector ξ in the Lie algebra g It is not difficult to verify that the operation [ , ] is bilinear, skew sym- metric, and satisfies the Jacobi identity, ie, for any ξ, η, ω ∈ g, we have: [λξ + νω, η] = λ[ξ, η] + ν[ω, η] λ, ν ∈ R or C; [ξ, η] = −[η, ξ]; [[ξ, η], ω] + [[η, ω], ξ] + [[ω, ξ], η] = 0. Definition 2.22 For a vector ξ ∈ g, the set Orbit(ξ) = {Adgξ : g ∈ G} is called the adjoint (group) orbit of ξ. One can easily find that the vectors advu, v ∈ g form the tangent space to the adjoint orbit of the point u ∈ g. For example, the adjoint orbit of a matrix, regarded as an element of the Lie algebra of all complex matrices, is the set of matrices with the same Jordan normal form. 25 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS 2.3.2 Co-adjoint Representation of a Lie Group When working with the Eulerian hydrodynamics, we are not dealing with the Lie algebra g and its adjoint representation, but with its dual space g∗ and the co-adjoint representation. Definition 2.23 (1) Denote G, g, g∗ as above, then for every g ∈ G, ξ ∈ g∗, ω ∈ g, we can define a mapping Ad∗g : g∗ 7→ g∗ by (Ad∗gξ)(ω) = ξ(Adgω). The corresponding map Ad∗ : G 7→ GL(g∗) is called the co-adjoint representation of the Lie group G. (2) For ξ ∈ g∗, the set Orbit(ξ) ≡ {Ad∗gξ : g ∈ G} is called the co-adjoint orbit of ξ. (3) The co-adjoint representation of v ∈ g is the operator ad∗v : g∗ 7→ g∗ defined by ad∗vω(u) = ω(advu) = ω([v, u]) for u, v ∈ g, ω ∈ g∗. Clearly, the co-adjoint representation ad∗vω for v ∈ g, form the tangent space to the co-adjoint orbit of the point ω. 2.3.3 Invariant Metrics of Lie Groups A Riemannian metric 〈·, ·〉 on a Lie group G is left-(right-)invariant if it is conserved under any left (or right) translation Lf (or Rf ), which means that for any ξ, η ∈ g and g ∈ G, we have 〈Lg∗ξ, Lg∗η〉g = 〈ξ, η〉. So we can uniquely define the left-(right-)invariant metric on the whole group G by translating from the Lie algebra g, ie, once we know a quadratic form on g, we can define a invariant metric on G. Let A : g 7→ g∗ be a symmetric definite operator that defines the inner product 〈ξ, η〉 = (Aξ, η) = (Aη, ξ) 26 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS for any ξ, η ∈ g. Here the round brackets stand for the standard pairing of the elements of g and g∗. The operator A is called the inertia operator. For any g ∈ G, A induces an operator Ag : TgG 7→ T ∗gG by Agξ = L∗−1g ALg−1∗ξ, for ξ ∈ TgG. We have the very illustrative commutative diagram Figure 2.3.2 from [5]: Any tangent vector ξ ∈ TgG can be translated by Rg−1 or Lg−1 to the Lie algebra g and we obtain two different vectors in g. Definition 2.24 For ξ ∈ TgG, we call the two vectors ωc = Lg−1∗ξ ∈ g, ωs = Rg−1∗ξ ∈ g the angular velocity and spatial angular velocity respectively, here the sub- script c in ωc stands for “corps”=body. Clearly, ωs = Adgωc. Similarly, for the vector m = Agξ ∈ T ∗gG, we have two different vectors in g∗: mc = L∗gm ∈ g∗, ms = R∗gm ∈ g∗ which are called angular momentum relative to the body and the angular momentum relative to the space. We note that mc = Ad∗gms. It is easy to check that, for a motion g(t) ∈ G, the energy E ≡ 12〈g˙, g˙〉 can be expressed as E = 12〈g˙, g˙〉 = 1 2〈ωc, ωc〉 = 1 2(Aωc, ωc) = 1 2(mc, ωc) = 1 2(m, g˙). Euler proved for G = SO(3) that any geodesic curve g(t) ∈ G must satisfy dms dt = 0, or equivalently dmc dt = ad ∗ ωcmc. Arnold [3, 5] pointed out that the proofs are almost literally extendable to the general case. That is, we have the abstract Euler Theorem (or general Euler equations): Theorem 2.25 Let G be a Lie group with a left-invariant metric, and g∗ its Lie algebra, then any geodesic curve g(t) in G must satisfy dms dt = 0, or equivalently dmc dt = ad ∗ ωcmc. (2.19) For a Lie group with a right-invariant metric, we have Theorem 2.26 Let G be a Lie group with a right-invariant metric, and g∗ its Lie algebra, then any geodesic curve g(t) in G must satisfy dms dt = 0, or equivalently dmc dt = −ad ∗ ωcmc. (2.20) 27 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS g g TgG T ∗gG g∗ g∗ Adg A Lg−1∗ Rg−1∗ Ag L∗g R∗g Ad∗g ωc ωs g˙ m mc ms Adg A Lg−1∗ Rg−1∗ Ag L∗g R∗g Ad∗g Figure 2.3.2: Diagram of the operators in g and g∗ 28 CHAPTER 2. PRELIMINARY TOOLS 2.3. LIE GROUPS 2.3.4 Applications to Hydrodynamics LetM be a domain in Rn, and Diff(M) denotes the set of C∞-diffeomorphisms on M , and Diffvol(M) for the volume-preserving C∞-diffeomorphisms on M . Then both Diff(M) and Diffvol(M) are Lie groups if we take the composition of two diffeomorphisms as the group multiplication operation. Diff(M) and Diffvol(M) are the configuration manifolds of compressible and incompress- ible fluid flows respectively. Remark If one is concerned with the Cr-diffeomorphisms on M , then neither Diffrvol(M) nor Diffr(M) is a Lie group although they are both con- tinuous groups. The reason is that the left translation Lf defined by Lf(g) ≡ f ◦ g is only continuous but not smooth. The detailed explanations can be found, eg, in [34]. 29 Chapter 3 Well-posedness Bfµ“<k^ƒ^§ #Ã^ƒ^"” ——5 1 case. 3.2 Local Well-posedness We will establish the well-posedness of (3.1) for k = 2 and the similar result holds for the general case k ≥ 2. Theorem 3.1 Let k = 2, u0 ∈ Hs(S), s > 2k − 12 = 7/2. Then, there exist a T > 0 depending on ||u0||s, and a unique solution u satisfying (3.1) in the distribution sense such that u ∈ C([0, T ], Hs(S)) ∩ C1([0, T ], Hs−1(S)). Moreover, the map u0 ∈ Hs 7→ u ∈ C([0, T ], Hs(S)) is continuous. 32 CHAPTER 3. WELL-POSEDNESS 3.2. LOCAL WELL-POSEDNESS We can rewrite (3.1) for k = 2 in two ways:    mt = −umx − 2mux − a∂3xu, x ∈ S, t ∈ R, m(x, 0) = m0(x) = Λ44u0(x), (3.11) where m = Λ44u = (I − ∂2x + ∂4x)u, Λs4 = (I − ∂2x + ∂4x) s 4 . Or    ut = −uux − ∂xΛ−44 (u2 + 12u2x − 72u2xx − 3ux∂3xu)− a∂3xΛ −4 4 u, x ∈ S, t ∈ R, u(x, 0) = u0(x). (3.12) If we denote A(u) = u∂x, f ≡ −∂xΛ−44 (u2 + 12u2x − 72u2xx − 3ux∂3xu) − a∂3xΛ−44 u, then (3.12) has the form of (2.16): (C)    ∂u ∂t + A(u)u = f(u) ∈ X, t ≥ 0, u(0) = u0 ∈ Y. (3.13) In order to use the Kato’s theory on quasilinear evolutionary equations to prove this theorem, we need to verify that the conditions in Kato’s Theorem are satisfied, ie, we need the following lemmas: Lemma 3.2 The operator A(u) = u∂x, with u ∈ Hs, s > 32 belongs to G(Hs−1, 1, β) for some β > 0. Proof According to the definition of G(Hs−1, 1, β) in the assumption (A1) in Section 2.1.2 we need to verify two conditions: (1) 〈A(u)φ, φ〉Hs−1 ≥ −β||φ||2Hs−1, (3.14) (2) A(u) + λ is onto Hs−1 for for some λ > β. We use Λ for Λ4 in this proof just for simplifying the notations. 〈u∂xφ, φ〉Hs−1 = 〈Λs−1(u∂xφ),Λs−1φ〉L2 for φ ∈ Hs−1(S) = 〈[Λs−1, u]∂xφ+ u∂xΛs−1φ,Λs−1φ〉L2 = 〈[Λs−1, u]∂xφ,Λs−1φ〉L2 − 12〈ux, (Λs−1φ)2〉L2 (3.15) 33 CHAPTER 3. WELL-POSEDNESS 3.2. LOCAL WELL-POSEDNESS The first term can be estimated as follows: 〈[Λs−1, u]∂xφ,Λs−1φ〉L2 ≤ ||Λs−1, u]∂xφ||L2||Λs−1φ||L2 ≤ C(||ux||L∞||Λs−2∂xφ||L2 + ||Λs−1u||L2||∂xφ||L∞)||Λs−1φ||L2 (by Lemma 2.5) ≤ C||u||Hs||Λs−1φ||2L2. (3.16) It is easier to get the estimate for the second term: 〈ux, (Λs−1φ)2〉L2 ≤ C||ux||L∞||Λs−1φ||2L2 ≤ C||u||Hs||Λs−1φ||2L2. (3.17) Now we are going to verify the second condition: A(u) + λ is onto Hs−1 for some λ > β. Clearly, A(u) + λ is a closed operator, so we need only to prove that A(u) + λ has dense range for λ > β. Suppose ψ ∈ Hs−1(S) such that 〈(A(u)+λ)φ, ψ〉Hs−1 = 0 for any φ ∈ D(A(u)) = {φ ∈ Hs−1 : u∂xφ ∈ Hs−1}, (3.18) then we have in the distributional sense −∂x(uΛ2s−2ψ) + λΛ2s−2ψ = 0, which yields 〈Λ2s−2ψ, uψx〉(H1−s,Hs−1) + λ〈Λ2s−2ψ, ψ〉(H1−s,Hs−1) = 0, (3.19) here (H1−s, Hs−1) stands for the natural pairing between H1−s = (Hs−1(S))∗ and Hs−1 and Λ2s−2 : Hs−1(S) 7→ H1−s(S) is an isomorphism. On the other hand, by the inequality (3.14), we have 〈Λ2s−2ψ, uψx〉(H1−s,Hs−1) = 〈ψ, uψx〉Hs−1 ≥ −β||ψ||2Hs−1, (3.20) so the above two equations and the condition λ > β imply that ψ ≡ 0. This means, A(u) + λ has dense range for λ > β. 34 CHAPTER 3. WELL-POSEDNESS 3.2. LOCAL WELL-POSEDNESS Lemma 3.3 B(u) = [Λ14, u∂x]Λ−14 ∈ B(Hs−1) for u ∈ Hs, s > 3/2. Proof Obviously, [Λ, u∂x]Λ−1w = [Λ, u]Λ−1wx, so we have ||B(u)w||Hs−1 = ||Λs−1[Λ, u]Λ−1wx|| = ||Λs−1[Λ, u]Λ1−sΛ(s−2)wx|| ≤ C||ux||Hs−1 ||Λ(s−2)wx||L2 ≤ C||u||Hs||w||Hs−1. (3.21) In the second-to-last estimate, we have used Lemma 2.9. From the proof, we have ||(B(u)− B(v))w||Hs−1 ≤ C||w||Hs−1||u− v||Hs for u, v ∈ Hs. (3.22) Lemma 3.4 For u ∈ Hs(S) with s > 3/2, (a) Hs ⊂ D(u∂x) = {f ∈ Hs−1 : u∂xf ∈ Hs−1}, s > 3/2. (b) u∂x ∈ B(Hs, Hs−1), s > 3/2. (c) ||u∂x − v∂x||B(Hs,Hs−1) ≤ C||u− v||s−1. Proof For f ∈ Hs−1 we have ||u∂xf ||Hs−1 ≤ C||u||Hs−1||∂xf ||Hs−1 because Hs−1 is a Banach algebra ≤ C||u||Hs−1||f ||Hs (3.23) which proves the first two parts. The third part follows directly from the above inequality. Lemma 3.5 Let f(u) = −∂xΛ−44 (u2 + 12u2x− 72u2xx−3ux∂3xu)−a∂3xΛ −4 4 u, s > 7/2, then for any u, v with ||u||Hs, ||v||Hs ≤ C, we have (a) ||f(u)− f(v)||Hs−1 ≤ C||u− v||Hs−1. (b) ||f(u)− f(v)||Hs ≤ C||u− v||Hs. 35 CHAPTER 3. WELL-POSEDNESS 3.2. LOCAL WELL-POSEDNESS Proof In the proof, we use || · ||s to stand for || · ||Hs. (a) We need only to verify that ||∂xΛ−44 ( 7 2u 2 xx + 3ux∂3xu− 7 2v 2 xx − 3vx∂3xu)||s−1 ≤ C||u− v||s−1, for the corresponding inequality for the other three terms is easy to verify. ||∂xΛ−44 (u2xx − v2xx)||s−1 ≤ C||∂2x(u+ v)∂2x(u− v)||s−4 ≤ max{||∂2x(u+ v)||s−4, ||∂2x(u+ v)||L∞, ||∂2x(u+ v)||s−7/2} ·max{||∂2x(u− v)||s−4, ||∂2x(u− v)||s−7/2} (by Lemma 2.7) ≤ C||u− v||s−3/2 ≤ C||u− v||s−1. ||∂xΛ−44 (ux∂3xu− vx∂3xv)||s−1 ≤ C||ux∂3xu− vx∂3xv||s−4 (3.24) = C||ux∂3xu− ux∂3xv + ux∂3xv − vx∂3xv||s−4 (3.25) ≤ C||ux(∂3xu− ∂3xv)||s−4 + ||(ux − vx)∂3xv||s−4. (3.26) We estimate these two terms separately. If s− 4 > 12 or −12 < s− 4 ≤ 0, we can easily get from Lemma 2.7 in Chapter 2 that ||ux(∂3xu− ∂3xv)||s−4 ≤ C||∂3x(u− v)||s−4 ≤ C||u− v||s−1. (3.27) If 0 < s− 4 ≤ 12 , we have to use Lemma 2.6 in Chapter 2, to get ||ux∂3x(u− v)||Hs−4 ≤ C(||ux||L∞||∂3x(u− v)||Hs−4 + ||ux||W s−4,∞||∂3x(u− v)||L2) ≤ C(||u||W 1,∞||u− v||Hs−1 + ||u||W s−3,∞||u− v||H3) ≤ C||u||Hs||u− v||Hs−1 because s− 4 > 0. (3.28) Similarly, we can estimate the other term in (3.26). Here we just write out the formula for the case 0 < s− 4 ≤ 12 . ||(ux − vx)∂3xv||Hs−4 ≤ C(||ux − vx||s−4||∂3xv||L∞ + ||∂3xv||s−4||ux − vx||L∞ ≤ C||v||Hs||u− v||Hs−1. (3.29) Adding up all the above estimates yields ||f(u)− f(v)||Hs−1 ≤ C||u− v||Hs−1. (3.30) 36 CHAPTER 3. WELL-POSEDNESS 3.2. LOCAL WELL-POSEDNESS (b) Similar situation as in (a). ||∂xΛ−44 (u2xx − v2xx)||s ≤ C||∂2x(u+ v)∂2x(u− v)||s−3 ≤ C||∂2x(u+ v)||s−3||∂2x(u− v)||s−3 ≤ C||u+ v||s−1||u− v||s−1 ≤ C||u− v||s, ||∂xΛ−44 (ux∂3xu− vx∂3xv)||s ≤ C||ux∂3xu− vx∂3xv||s−3 = C||ux∂3xu− ux∂3xv + ux∂3xv − vx∂3xv||s−3 ≤ C||u||s−2||u− v||s + C||v||s||ux − vx||s−3 ≤ C||u− v||s, here we have used the fact that Hs is a Banach algebra for s > 1/2. Proof of Theorem 3.1 Now Theorem 3.1 is just a direct consequence of Kato’s Theorem with Y = Hs(S), X = Hs−1(S) and the above Lemmas. Theorem 3.6 If the Theorem 3.1 yields the maximal time interval of exis- tence is [0, T ), then we have T = +∞ or lim t→T− ||u(t)||Hs = +∞ if T <∞. (3.31) Proof From Theorem 3.1, we have T = +∞ or lim t→T− (||u(t)||Hs + ||ut(t)||Hs−1) = +∞ if T <∞. (3.32) On the other hand, we have from the proof of Theorem 3.1 and the equation (3.12) that ||ut(t)||Hs−1 ≤ C||u(t)||Hs−1||u(t)||Hs ≤ C||u(t)||2Hs, (3.33) which yields what we want. 3.2.1 Conservation Laws Based on the local well-posedness, some conservation laws can be established. In this subsection, we assume that the solutions are smooth enough that all the calculations can be done rigorously. Theorem 3.7 Let u(x, t) be the solution to (3.1) with u0 ∈ H∞, and m0 = (1 − ∂2x + ∂4x)u0,, then in the time interval of existence of u, we have the following conserved quantities: I1 = ∫ m = ∫ u, (3.34) I2 = ∫ um = ∫ (u2 + u2x + u2xx). (3.35) 37 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS Proof Integrating directly the equation (3.1), we have the first conserved quantity. We can exploit the equations (3.11)(3.12) to verify that dI2 dt = ∫ utmdx+ ∫ umtdx = 0. Geometrically, the fact I2 is conserved just means that velocity vector of the geodesic curve has a constant length along the geodesics. 3.3 Global Well-posedness The Camassa-Holm equation (1.3) can reach a singularity in a finite time if m0 = (I−∂2x)u0 changes sign. However, this can not happen for the modified equation (3.1) by our next theorem. Theorem 3.8 Suppose k ≥ 2 in (3.1). If the initial value m(0, x) ∈ L2(S), then m(t, x) ∈ L2(S) for any finite time t > 0, and there exists a constant C0 depending only on the norm of initial values u such that ||m||L2 ≤ eC0t||m0||L2. (3.36) Proof of Theorem 3.8 We prove the Theorem 3.8 for sufficiently smooth function m and the general case m0 ∈ L2 follows by a standard density argument. Multiply (3.1) by m and integrate over S, we have 1 2 d dt ||m|| 2 L2 + 2 ∫ uxm2 + ∫ ummx = a ∫ m∂3xu, (3.37) Clearly, ∫ m∂3xu = ∫ ∂3xuΛ2k2ku = 0. So d dt ||m|| 2 L2 = −3 ∫ m2ux, (3.38) from which d dt ||m|| 2 L2 ≤ 3|ux|L∞||m||2L2. (3.39) On the other hand, I2 = ∫ S umdx is a conserved quantity for (3.1), ie k∑ l=0 ||∂lxu(t, x)||2L2 = k∑ l=0 ||∂lxu(0, x)||2L2. (3.40) 38 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS So from the Sobolev embedding theorem and k ≥ 2 we have |ux|L∞ ≤ C||uxx||L2 ≤ C0, (3.41) where C0 is a constant depending only on the initial condition. The Gronwall inequality and (3.39) yield ||m||L2 ≤ eC0t||m0||L2. (3.42) For the limiting mCH, ie, a = 0, we have even better results: Theorem 3.9 If m0 ∈ Lp(S), where 2 ≤ p < +∞, then there exists a unique global solution m(t, x) ∈ Lp(S) to (3.1) with a = 0 and k = 2 such that m ∈ Lp(S) and ||m(·, t)||Lp(S) ≤ eCt||m0||Lp(S), (3.43) where C is a constant independent of p. Moreover, if m0 ∈ W 1,p(S), then m(·, t) ∈W 1,p(S) and there exist constants C1, C2 independent of p such that ||m(·, t)||W 1,p(S) ≤ eC1e C2t||m0||W 1,p(S) (3.44) Proof of Theorem 3.9: We prove the conclusions for the smooth enough data and the general case can be reached by standard approximations. Multiplying (3.11) by |m|p−1sgnm, we have 1 p d|m|p dt + 1 p (|m| pu)x + (2− 1 p)|m| pux = 0, (3.45) integrating this equation, we have 1 p d||m||pLp dt = −(2− 1 p) ∫ |m|pux ≤ (2− 1p)||ux||L∞||m|| p Lp. (3.46) Combining with the embedding ||ux||L∞ ≤ C ′||uxx||L2 ≤ C, we can easily see that ||m(·, t)||Lp ≤ eCt||m0||Lp. (3.47) Taking the derivative with respect to x in (3.11), we have got dmx dt + 3mxux + 2muxx +mxxu = 0. (3.48) 39 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS Multiplying this equation by |mx|p−1sgnmx, 1 p d|mx|p dt + 1 p(|mx| pu)x + (3− 1 p)|mx| pux + 2muxx|mx|p−1sgnmx = 0. (3.49) Now integrating over S gives 1 p d||mx||pLp dt + (3− 1 p) ∫ |mx|pux + 2 ∫ muxx|mx|p−1sgnmx = 0. (3.50) So, if m0 ∈ W 1,p(S), p ≥ 1, then m0 ∈ L∞(S), and (3.47) yields that, for some constants C1, C2 > 0, ||m(·, t)||L∞(S) ≤ C1eC2t. (3.51) At the same time ||ux||L∞ ≤ C. Moreover, the embedding theorems and (3.47) tell us that ||uxx||L∞ ≤ C||∂3xu||L2 ≤ C||∂4xu||L2 ≤ C(||m||L2+||u−uxx||L2) ≤ eCt. (3.52) Now it is easy to derive from (3.50)∼(3.52) that there exist constants C1, C2 independent of p such that ||mx||Lp ≤ eC1e C2t||m0x||Lp. (3.53) 3.3.1 Extra Properties for a = 0 Lemma 3.10 Let u(x, t) be the solution to (3.1) with a = 0, u0 ∈ H∞, and suppose that m0 = (1− ∂2x + ∂4x)u0 ≥ 0 (or ≤ 0), then m = (1− ∂2x + ∂4x)u ≥ 0 (respectively ≤ 0), moreover, if m ≥ 0, then ∫ S m1/2dx = ∫ S m1/20 dx. Proof The proof of Lemma 3.3 in [28] applies here with little change, but we include it here for completeness. Let ε > 0,Ω ⊂ R2 be a bounded domain, v ∈ H1(Ω). Then from [44], we know that √ε+ v+, √ε+ v− ∈ H1(Ω), with ∇√ε+ v+ = ∇v 2√ε+ v+ χ[v > 0], ∇√ε+ v− = ∇v 2√ε+ v− χ[v < 0], 40 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS where χ stands for the characteristic function. Now if we take Ω = [0, 2pi]× [0, t], then d dt ∫ S √ε+m+ = 1 2 ∫ S mt√ε+m+ χ[m > 0] = − ∫ S mux√ε+m+ χ[m > 0]− 12 ∫ S mxu√ε+m+ χ[m > 0] = − ∫ S √ε+m+uxχ[m > 0] + ε ∫ S ux√ε+m+ χ[m > 0] −12 ∫ S mxu√ε+m+ χ[m > 0]. (3.54) Integrating the first integral by parts , d dt ∫ S √ε+m+ = ε ∫ S ux√ε+m+ χ[m > 0] +R(t, ε), (3.55) where R(t, ε) = ∑ xs∈A σ(xs) √εu(xs) with A ≡ {x ∈ S : m(x) = 0} and σ(xs) = 1 or − 1 depending on xs is the left or right end point of the composing intervals of {x ∈ S : m(x) > 0}. Whatever the value of R(t, ε) is, we always have |R(t, ε)| ≤ √ ε ∫ S |ux|, (3.56) and so ∣∣∣∣ d dt ∫ S √ε+m+ ∣∣∣∣ = ∣∣∣∣ε ∫ S ux√ε+m+ χ[m > 0] +R(t, ε) ∣∣∣∣ ≤ 2 √ ε ∫ S |ux| ≤ √ ε ( 1 + ∫ S (u2 + u2x + u2xx) ) . (3.57) So from the obvious fact that ∫ S(u2 + u2x + u2xx) is conserved, we have ∣∣∣∣ ∫ S √ε+m+ − ∫ S √ε+m0+ ∣∣∣∣ ≤ √ ε ( 1 + ∫ (u20 + u20x + u20xx) ) t. (3.58) Letting ε→ 0, we get ∫ S √m+ = ∫ S √m0+. (3.59) Similarly we have the conservation for ∫ S √m−, from which the lemma fol- lows. Remark 41 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS (a) From the proof, we can find that the essential part in the proof is the equation mt = −2umx− uxm and the conservation of ∫ (u2 + u2x + u2xx) (which is ∫ um). The exact relation between m and u does not really matter as long as ∫ |ux| can be controlled by ∫ um. (b) If m0(x) changes sign on S, we have ∫ S |m| 12 dx = ∫ S |m0| 1 2 dx. (3.60) In fact, the limiting mCH has a very nice property: the zero points of m evolve along the characteristics, this can easily be seen from mt+umx = 0 at the points where m = 0. So on each subinterval of S where m does not change sign, the integral ∫ |m| 12 dx over the subinterval is conserved. There is another point of view: formally the limiting mCH can be put in the form of d dt |m| 1 2 + (|m| 12u)x = 0. (3.61) This means the so-called Casimir functional is conserved:∫ |m| 12 dx = ∫ |m0| 1 2 dx. (3.62) Lemma 3.11 Let u0 ∈ Hs(S), s > 7/2 and m0 = (1−∂2x +∂4x)u0 ≥ 0(or ≤ 0), then ∃K > 0 such that ||uxxx||L∞ ≤ K. Proof At first, we assume that u0 ∈ H∞, u solves (3.1), then it is easy to show that ||u||2L2 + ||ux||2L2 + ||uxx||2L2 is conserved as long as u exists as a solution to (3.1). From Lemma 3.10, we have m = Λ44u ≥ 0 (or ≤ 0). Let x0 ∈ S satisfy uxxx(x0) = 0, then ∀y ∈ S, we have uxxx(y) = ∫ y x0 ∂4xudx = ∫ y x0 (u− ∂2xu+ ∂4xu)dx− ∫ y x0 (u− ∂2xu)dx ≤ ∫ S mdx+ ||u||L1 + ||uxx||L1 = ∫ S m0dx+ ||u||L1 + ||uxx||L1 ≤ ∫ S m0dx+ C||u||L2 + C||uxx||L2 ≤ K, (3.63) where K depends on m0 and ||u0||H2 and C is a constant independent of u. Similarly, we have (here we use x0 and x0 + 2pi to stand for the same point on the circle S assuming the circumference of S is 1 with x0 ≤ y ≤ x0 + 2pi) −uxxx(y) = ∫ x0+2pi y ∂4xudx ≤ K. 42 CHAPTER 3. WELL-POSEDNESS 3.3. GLOBAL WELL-POSEDNESS So far we have proved the Lemma for u0 ∈ H∞. A standard approximation can give the proof for u0 ∈ Hs(S), s > 7/2. Theorem 3.12 Suppose k = 2, u0 ∈ Hs(S), s > 7/2, then Equation (3.1) with a = 0 admits a unique solution in C([0,+∞), Hs(S)) ⋂ C1([0,+∞), Hs−1(S)) if the initial momentum m0 ≥ 0. This theorem holds also valid for k ≥ 2 as long as u0 ∈ Hs(S) with s > 2k − 12 . In order to prove Theorem 3.12, we need the following lemma: Lemma 3.13 Assume the conditions in Theorem 3.12 hold, then ||u(t)||Hs is finite for any 0 < t <∞. Proof Apply Λs4 to ut = −uux − f(u), where f(u) = ∂xΛ−44 (u2 + 12u2x −7 2u2xx − 3ux∂3xu), and multiply by Λs4u and then integrate over S, we get d dx ||u|| 2 s = −2〈u, uux〉s − 2〈u, f(u)〉s (3.64) By Lemma 2.5, we have |〈u, uux〉s| ≤ Cs||ux||L∞||u||2s. (3.65) The Cauchy inequality gives |〈u, f(u)〉s| ≤ ||u||s||f(u)||s, (3.66) and ||f(u)||s ≤ C||u2 + 12u2x − 72u2xx − 3ux∂3xu||Hs−3 ≤ C(||u2||s−3 + ||u2x||s−3 + ||u2xx||s−3 + ||ux∂3xu||s−3 + ||u||Hs) ≤ C(||u||L∞||u||s−3 + ||ux||L∞||ux||s−3 + ||uxx||L∞||uxx||s−3 +||ux||L∞||∂3xu||s−3 + ||∂3xu||L∞||ux||s−3 + ||u||Hs) ≤ C||u||s, (3.67) where we used Lemma 2.5 and Lemma 3.11. So we have d dt ||u|| 2 s ≤ C||u||2s, (3.68) and so the Gronwall’s inequality completes the proof of Lemma. Proof of Theorem 3.12 Theorem 3.12 is a direct consequence of The- orem 3.6 and Lemma 3.13 above. 43 CHAPTER 3. WELL-POSEDNESS 3.4. WEAK SOLUTIONS FOR A = 0 3.4 Weak Solutions for a = 0 What we have obtained is the well-posednss for u in Hs(S) with s > 2k− 12 , this excludes the δ-momentum solutions. But we know that the δ-momentum solutions play a very important role in the study of Euler equations. So we want to enlarge a little bit the solution space to include the δ-momentum solutions. Equation (3.12) with a = 0 can be rewritten as    ut + F (u)x = 0, x ∈ S, t ∈ R, u(x, 0) = u0(x), (3.69) where F (u) = 12u 2 + Λ−44 (u2 + 1 2u 2 x − 7 2u 2 xx − 3ux∂3xu) = 12u 2 + Λ−44 (u2 + 1 2u 2 x − 1 2u 2 xx)− 3(∂xΛ−44 )(uxuxx). Definition 3.14 Let u0 ∈ H2(S). A function u : [0,+∞)× S → R is called a global weak solution to (3.69) if u ∈ C([0,∞);H2) and ∀ T > 0, we have ∫ T 0 ∫ S (uϕt + F (u)ϕx)dxdt + ∫ S u0(x)ϕ(0, x)dx = 0, ∀ ϕ ∈ C1,c([0, T )× S), (3.70) where C1,c([0, T )×S) is the set of all first order smooth function with compact support in [0, T )× S. Theorem 3.15 Let u0 ∈ H2(S), and m0 = (I − ∂2x + ∂4x)u0 is a positive Radon measure on S. Then there exists a unique global weak solution u ∈ C([0,∞);H2(S)) of (3.1) and such that m = Λ44u is a positive Radon measure on S whose total variation on S is uniformly bounded for t ≥ 0. Moreover we have ∫ S udx = ∫ S u0dx, ∫ S (u2 +u2x+u2xx)dx = ∫ S (u20 +u20x+u20xx)dx, (3.71) Proof of Theorem 3.15 Let θ ≡ ||m0||M = ||u0 − ∂2xu0 + ∂4xu0||M be the variation of the Radon measure m0, then by Lemma 5.2 in [28], there exist positive functions mn0 ∈ C∞(S) such that ||mn0 ||L1 ≤ C for a constant 44 CHAPTER 3. WELL-POSEDNESS 3.4. WEAK SOLUTIONS FOR A = 0 C independent of n, and mn0 → m0 in D′(S). If we denote un0 = Λ−44 mn0 , then mn0 = un0 − ∂2xun0 + ∂4xun0 , un0 → u0 in H2(S), and ||un0 ||2H2 = ∫ S |un0 |2 + |un0x|2 + |un0xx|2dx = | ∫ S mn0 · un0dx| ≤ ||mn0 ||L1||un0 ||L∞ ≤ C||mn0 ||L1 ||un0 ||H1 , (3.72) which implies that ||un0 ||2H2 = ∫ S |un0 |2 + |un0x|2 + |un0xx|2dx ≤ C||mn0 ||2L1 ≤ Cθ2. (3.73) Then by applying Theorems 3.1 and 3.8 with the smooth initial value un0(x), there exists a unique solution to (3.69) un ∈ C([0,∞);Hs)∩C1([0,∞);Hs−1). From Lemma 3.10, we know that mn(t, x) > 0 if we denote mn = un−∂2xun+ ∂4xun, so ||un(t)||H2 = ||un0 ||H2 ≤ C and ||mn(t)||L1 = ||mn0(t)||L1 ≤ C, where C is a constant independent of n. Hence ||∂4xun||L1 ≤ ||un||L1 + ||∂2xun||L1 + ||mn(t)||L1 ≤ C and ||∂3xun||L∞ ≤ C, with C independent of n. So {un(t)} is a compact set in H2(S) for any t ≥ 0. On the other hand, ||dundt ||H2 = ||F (un)x||H2 can be estimated as follows: ||[(un)2]x||H2 = 2||ununx||H2 ≤ C(||ununx||L2 + ||unxxunx||L2 + ||ununxxx||L2) ≤ C||∂3xun||L2 ≤ C||∂3xun||L∞ ≤ C, (3.74) ||∂xΛ−44 (v2 + 12v2x − 72v2xx − 3vx∂3xv)||H2 ≤ C||v2 + 12v2x − 72v2xx − 3vx∂3xv||H−1 ≤ C if v = un. (3.75) 45 CHAPTER 3. WELL-POSEDNESS 3.4. WEAK SOLUTIONS FOR A = 0 So ||dundt ||H2 = ||F (un)x||H2 ≤ C with C independent of t and n. So the family un(t), as functions from [0,+∞) to H2(S), is equi-continuous. There- fore Arzela`-Ascoli theorem ([98] or see the “ Arzela`-Ascoli Theorem” in the Wikipedia) tells us that {un(t)}n≥1 ⊂ C([0, T ];H2) is a compact subset for any T > 0. So we can extract a subsequence unk and there is a function u ∈ C([0,∞);H2) such that unk → u in C([0,∞);H2), with ||u(t)− u(s)||H2 ≤ C|t− s|, ∀ t, s ≥ 0. From lim n→∞ un(t) = u(t) in H2(S) for any t ≥ 0, we have u(0) = u0. Taking nk →∞ in ∫ T 0 ∫ S (unkϕt+F (unk)ϕx)dxdt+ ∫ S unk0 (x)ϕ(0, x)dx = 0, ∀ ϕ ∈ C1,c([0, T )×S) (3.76) yields that u ∈ C([0,∞);H2) is the weak solution to (3.69). From the proof above, we can easily get the conserved quantities and that the total variation ||m(t, ·)||M of the limit measure m satisfies ||m(t, ·)||M ≤ ||mn(t)||L1 = ||mn0 (t)||L1 ≤ C. Uniqueness: Now we are proving the uniqueness of the solution. Here we just sketch the proof, and a rigorous argument can be realised by a standard mollification method. Let G(x) be the Green’s function for the operator Λ44 = I − ∂2x + ∂4x acting on H∞(S), then from (I − ∂2x + ∂4x)G(x) = δ(x) = ∞∑ n=−∞ enix, (3.77) we have G(x) = ∞∑ n=−∞ 1 1 + n2 + n4 e inx = 1 + 2 ∞∑ n=1 1 1 + n2 + n4 cos(nx) x ∈ S. (3.78) Obviously, for any 0 ≤ ε < 1, G(x) ∈ C2+ε(S). Moreover, from the Appendix A of this thesis, we can even have that ∂3xG ∈ L∞(S). 46 CHAPTER 3. WELL-POSEDNESS 3.4. WEAK SOLUTIONS FOR A = 0 Suppose u, v ∈ C([0,∞);H2) are two solutions of (3.12), ie, they both solve the equation    ut = −uux − ∂xΛ−44 (u2 + 12u2x − 72u2xx − 3ux∂3xu), x ∈ S, t ∈ R, u(x, 0) = u0(x). (3.79) Or equivalently,    ut = −uux −Gx ∗ (u2 + 12u2x − 72u2xx − 3ux∂3xu), x ∈ S, t ∈ R, u(x, 0) = u0(x). (3.80) here ∗ stands for the convolution. Denote M ≡ sup t≥0 {||Λ44u||M + ||Λ44v||M} <∞, (3.81) then for all t, x ∈ R+ × S, we have ||u(x, t)||L∞ = ||G ∗m||L∞ ≤ ||G||L∞||m||M ≤ CM, ||ux(x, t)||L∞ = ||Gx ∗m||L∞ ≤ CM, ||uxx(x, t)||L∞ = ||Gxx ∗m||L∞ ≤ CM, ||uxxx(x, t)||L∞ = ||Gxxx ∗m||L∞ ≤ CM, (3.82) and same estimates hold true for v as well. Let w = u− v and A(u) = u2 + 12u2x − 72u2xx − 3ux∂3xu, then    wt = −uwx − wvx −Gx ∗ (A(u)− A(v)), x ∈ S, t > 0, w|t=0 = 0. x ∈ S (3.83) so d dt ∫ S |w|dx = ∫ S wtsgnw = ∫ −uwxsgnw − wvxsgnw −Gx ∗ (A(u)− A(v))sgnw. (3.84) 47 CHAPTER 3. WELL-POSEDNESS 3.4. WEAK SOLUTIONS FOR A = 0 d dt ∫ S |wx|dx = ∫ S wxtsgnwx = ∫ −[wx(ux + vx) + uwxx + wvxx]sgnwx −Gxx ∗ (A(u)−A(v))sgnwx. (3.85) d dt ∫ S |wxx|dx = ∫ S wxxtsgnwxx = − ∫ [wxx(2ux + vx) + wx(2vxx + uxx) + u∂3xw + w∂3xv]sgnwxx − ∫ Gxxx ∗ (A(u)− A(v))sgnwxx. (3.86) Using the estimates (3.82) for u, v, we have ∣∣∣∣ ∫ −uwxsgnw − wvxsgnw ∣∣∣∣ ≤ CM (∫ |w|+ |wx| ) ; ∣∣∣∣ ∫ [wx(ux + vx) + uwxx + wvxx]sgnwx ∣∣∣∣ ≤ CM (∫ |w|+ |wx|+ |wxx| ) ; ∣∣∣∣ ∫ [wxx(2ux + vx) + wx(2vxx + uxx)]sgnwxx ∣∣∣∣ ≤ CM (∫ |wx|+ |wxx| ) . (3.87) On the other hand, A(u)− A(v) = w(u + v) + 12wx(ux + vx) − 7 2wxx(uxx + vxx)− 3ux∂3xw − 3wx∂3xv, and integration by parts gives us Gx ∗ (ux∂3xw) = Gxx ∗ (uxwxx)−Gx ∗ (uxxwxx); Gxx ∗ (ux∂3xw) = Gxxx ∗ (uxwxx)−Gxx ∗ (uxxwxx) (3.88) which enables us to estimate ∣∣∣∣ ∫ Gx ∗ (A(u)−A(v))sgnw ∣∣∣∣ ≤ CM (∫ |w|+ |wx|+ |wxx| ) ; ∣∣∣∣ ∫ Gxx ∗ (A(u)−A(v))sgnwx ∣∣∣∣ ≤ CM (∫ |w|+ |wx|+ |wxx| ) . (3.89) The other terms in (3.86) can be estimated as follows: ∫ u∂3xwsgnwxx = ∫ u ddx |wxx|dx = − ∫ |wxx|uxdx, (3.90) 48 CHAPTER 3. WELL-POSEDNESS 3.5. THE WHOLE REAL LINE CASE so ∣∣∣∣ ∫ u∂3xwsgnwxx ∣∣∣∣ ≤ CM ∫ |wxx|. (3.91) It is easy to see ∣∣∣∣ ∫ w∂3xvsgnwxx ∣∣∣∣ ≤ C||∂3xv||L∞ ∫ |w| ≤ CM ∫ |w|. (3.92) In order to estimate ∫ Gxxx ∗ (A(u) − A(v))sgnwxx, we need only estimate∫ Gxxx ∗ (ux∂3xw) because the other terms can be estimated in the same way as the above terms. Again, the integration by parts yields Gxxx ∗ (ux∂3xw) = Gxxxx ∗ (uxwxx)−Gxxx ∗ (uxxwxx) = Gxx ∗ (uxwxx)−G ∗ (uxwxx) + uxwxx −Gxxx ∗ (uxxwxx) (3.93) here, we have used the definition of G, which gives us Gxxxx ∗ f −Gxx ∗ f +G ∗ f = f. Now it is clear that ∣∣∣∣ ∫ Gxxx ∗ (ux∂3xw) ∣∣∣∣ ≤ CM ∫ |wxx|. (3.94) Taking all the above estimates in account, we have d dt ∫ S (|w|+ |wx|+ |wxx|)dx ≤ CM ∫ S (|w|+ |wx|+ |wxx|)dx, (3.95) and so the Gronwall’s inequality yields w ≡ 0. That completes the proof of Theorem 3.15. 3.5 The Whole Real Line Case We have discussed the well-posedness of equation (3.1) in the periodic case. Actually, some of the above results hold true with Λ = (1−∂2x)k on the whole real line case: mt + 2uxm+ umx = a∂3xu in R1, with m = (1− ∂2x)ku. (3.96) 49 CHAPTER 3. WELL-POSEDNESS 3.5. THE WHOLE REAL LINE CASE More specifically, the local well-posedness Theorem 3.1 holds true if u0 ∈ L1(R1) ∩ Hs(R1), combining our arguments here and those estimates es- tablished for (1 − ∂2x) in [97]. Theorem 3.8 with m0 ∈ L2(R1) and u0 ∈ Hs(R1) ∩ L1(R1) holds true. Using Lemma 3.16 we are going to prove, we can prove that Theorem 3.12 holds true for (3.96) with a = 0 if we suppose m0 ≥ 0, u0 ∈ L1(R1) ∩ Hs(R1) with some s > 2k − 12 . If a = 0 in (3.96), Theorem 3.15 holds true for u0 ∈ Hs(R1) ∩ L(R1) with m0 = (1 − ∂2x)2u0 a positive Radon measure. In fact, the only things we need to check are (a) G(x) ≥ 0 ( x ∈ R1) for the fundamental solution G(x) of the operator (1− ∂2x)k on R1; (b) ||∂3xG||L∞ <∞; (c) the proof of Lemma 3.11; The items (a) and (b) will be proved in the Appendix A, and here we just prove a lemma analogous to Lemma 3.11 (take k = 2 as an example). Lemma 3.16 Let a = 0, u0 ∈ Hs(R1), s > 7/2, m0 = (1−∂2x)2u0 ≥ 0(or ≤ 0) smooth enough and u0 ∈ L1(R1), then ∃K > 0 such that ||uxxx||L∞ ≤ K. Proof From the assumption m0 = (1 − ∂2x)2u0 ≥ 0, we can prove that m(x, t) ≥ 0 for any t ≥ 0 using the argument in Lemma 3.10, so we have u = G ∗m ≥ 0 because G(x) > 0. From (3.96), we have ||u(t, ·)||L1(R1) = ||m(t, ·)||L1(R1) = ||m0(t, ·)||L1(R1), (3.97) and the conservation law ∫ um = ∫ R1 (u2 + 2u2x + u2xx)dx = ∫ R1 (u20 + 2u20x + u20xx)dx, (3.98) which implies ||ux||L∞ ≤ C (3.99) by the Sobolev embedding theorem. On the other hand, neither m nor u changes sign, so we have 0 ≤ ∫ x mdx = ∫ x −∞ (u− 2∂2xu+ ∂4xu)dx ≤ ||u||L1 − 2ux + ∂3xu (3.100) ||u||L1 = ||m||L1 ≥ ∫ x −∞ (u− 2∂2xu+ ∂4xu)dx ≥ −2ux + ∂3xu, (3.101) 50 CHAPTER 3. WELL-POSEDNESS 3.6. REMARKS ON THE GENERALISATIONS which implies ||2ux − ∂3xu||L∞ ≤ ||u||L1. (3.102) So combining the equations (3.99)(3.102), we have ||∂3xu||L∞ ≤ C (3.103) with a constant C depending only on the L1 norm and H2 norm of the initial u0. 3.6 Remarks on the Generalisations In fact, for the circle S case, the arguments in this chapter up to now can be easily extended to the general Hk metric case (k ≥ 1) with some obvious modifications. Going further, from the derivation of the equation, we can find that the specific form of the inertia operator Λ does not really matter. We can take, for example, Λ ≡ (1 − ∂2x)k with some integer k ≥ 1 (that is what we have done in the whole real line case), or even more generally, Λ = (1 − ∂2x) r 2 for any real number r ≥ 0, and derive the corresponding generalised Euler equation with respect to the Hr metric. From the arguments above, for the limiting case a = 0, we know that as long as r > 32 , there will be no finite time blowup phenomena. But for the whole line R case, it seems that we need to choose Λ = (1−∂2x)k in order to guarantee that the corresponding Green’s function is positive. We have to impose another assumption m0 ∈ L1(R1) and some extra assumptions on u0 as we did in the previous section. 3.7 Conjugate Points and Beyond In this section, we turn back to the geometrical aspect of the mCH. Now that mCH is the geodesic equation and its solution the geodesic curve, it is natural to study the geometry of D̂(S) around the geodesic curve. Here, we are going to exploit the sectional curvature etc to investigate the existence of conjugate points. Theorem 3.17 The geodesic in D̂(S) with initial conditions ηˆ(0) = (e, 0) and ˙ˆη(0) = (v0 ∂∂x , b), where v0, b are constants, contains points conjugate to ηˆ(0) along ηˆ. 51 CHAPTER 3. WELL-POSEDNESS 3.7. CONJUGATE POINTS AND BEYOND Proof For the right-invariant vector fields Û = ( u ∂∂x , a ) , V̂ = ( v ∂∂x , b ) , the covariant derivative ∇Û V̂ can be obtained from the formula ([22]) 2∇Û V̂ = [Û , V̂ ]− ad∗Û V̂ − ad ∗ V̂ Û = [Û , V̂ ]− ( (Λ−2k2k (2uxΛ2k2kv + uΛ2k2kvx + 2vxΛ2k2ku+ vΛ2k2kux + b∂3xu+ a∂3xv) ∂∂x , 0 ) = ( (uxv − uvx − Λ−2k2k (2uxΛ2k2kv + uΛ2k2kvx + 2vxΛ2k2ku+ vΛ2k2kux + b∂3xu+ a∂3xv) ∂∂x , c(u, v)) , (3.104) ie ∇Û Û = − ( (Λ−2k2k (2uxΛ2k2ku+ uΛ2k2kux + a∂3xu) ∂ ∂x, 0) ) . On the other hand, [[Û , V̂ ], V̂ ] = ( ((uxv − uvx)xv − (uxv − uvx)vx) ∂ ∂x,−c(uxv − uvx, v) ) , so by the formula ([22]) R(Û , V̂ )V̂ = ∇Û∇V̂ V̂ −∇V̂∇Û V̂ −∇[Û,V̂ ]V̂ (3.105) R(Û , V̂ ) = (R(Û , V̂ )V̂ , Û)Hk = 14 ||ad ∗ Û V̂ + ad ∗ V̂ Û ||2Hk − ( ad∗Û Û , ad ∗ V̂ V̂ ) Hk −34 ||[Û , V̂ ]||2Hk − 12 ( [[Û , V̂ ], V̂ ], Û ) Hk − 12 ( [[V̂ , Û ], Û ], V̂ ) Hk , (3.106) we can get the Riemaniann curvature R(Û , V̂ )V̂ and the sectional curvature R(Û , V̂ ) ≡ (R(Û , V̂ )V̂ , Û)Hk although the calculation is lengthy and messy. However, if V̂ = (v0 ∂∂x , b) is a constant vector field, then the calculation is much simpler: ∇Û V̂ = − ( (v0Λ−2k2k ux + 1 2bΛ −2k 2k ∂3xu) ∂ ∂x, 0 ) , (3.107) ∇V̂ Û = − ( (v0ux + v0Λ−2k2k ux + 1 2bΛ −2k 2k ∂3xu) ∂ ∂x, 0 ) , (3.108) 52 CHAPTER 3. WELL-POSEDNESS 3.7. CONJUGATE POINTS AND BEYOND ∇[Û,V̂ ]V̂ = − ( (v20Λ−2k2k uxx + 1 2bv0Λ −2k 2k ∂3xu) ∂ ∂x, 0 ) , (3.109) ∇V̂∇Û V̂ = ( (v20Λ−2k2k uxx + 1 2bΛ −2k 2k ∂4xu+ v20Λ−4k2k uxx +bvΛ−4k2k ∂4xu+ 1 4Λ −4k 2k ∂6xu) ∂ ∂x, 0 ) , (3.110) so the Riemannian curvature R(Û , V̂ )V̂ = ∇Û∇V̂ V̂ −∇V̂∇Û V̂ −∇[Û,V̂ ]V̂ = ( (−14b 2Λ−4k2k ∂6xu− v20Λ−4k2k uxx − bv0Λ−4k2k ∂4xu) ∂ ∂x, 0 ) . (3.111) and the sectional curvature R(Û , V̂ ) = (R(Û , V̂ )V̂ , Û)Hk = 14b 2 ∫ S ∂3xuΛ−2k2k ∂3xu+ v20 ∫ uxΛ−2k2k ux − bv0 ∫ uxxΛ−2k2k uxx = 14 ∫ S ( −bΛ−k2k ∂3xu+ 2v0Λ−k2k ux )2 dx ≥ 0. (3.112) Let η̂(t) be the geodesic with the initial condition ˙̂η(t) = V̂ , and Ŵ (t) be an arbitrary vector along η̂(t) and (w(t, x) ∂∂x, s(t)) ≡ dη̂(t)Rη̂−1(t)Ŵ (t), where Rg denote the right multiplication by g on the Virasoro group. dη̂tRη̂−1t ( R(Ŵ (t), ˙̂η(t)) ˙̂η(t) ) = R (( w(t, x) ∂∂x, s(t) ) , ( v0 ∂ ∂x, b ))( v0 ∂ ∂x, b ) = −14 (( b2Λ−4k2k ∂6xw + 4v20Λ−4k2k wxx + bv0Λ−4k2k ∂4xw ) ∂ ∂x, 0 ) . (3.113) 53 CHAPTER 3. WELL-POSEDNESS 3.7. CONJUGATE POINTS AND BEYOND dη̂tRη̂−1t ( ∇ ˙̂ηt∇ ˙̂ηtŴ (t) ) = ∇(v0 ∂∂x ,b)∇(v0 ∂∂x ,b) ( w(t, x) ∂∂x, s(t) ) = ∇(v0 ∂∂x ,b) ( [wt − (v0wx + v0Λ−2k2k ∂xw + 1 2Λ −2k 2k ∂3xw)] ∂ ∂x, s ′(t) ) = ( H(t, x) ∂∂x, s ′′(t) ) , (3.114) where H(t, x) = ∂2xw − 2v0wtx + v20wxx − 2v0Λ−2k2k wxt − bΛ−2k2k ∂t∂3xw + 2v20Λ−2k2k wxx +bv0Λ−2k2k ∂4xw + v20Λ−4k2k wxx + bv0Λ−4k2k ∂4xw + 1 4b 2Λ−4k2k ∂6xw. (3.115) Then the Jacobi equation along η̂(t) ∇ ˙̂η(t)∇ ˙̂η(t)Ŵ (t) +R(Ŵ (t), ˙̂η(t)) ˙̂η(t) = 0 (3.116) reads s′′(t) = 0 and ∂2w ∂t2 − 2v0 ∂2w ∂t∂x + v 2 0 ∂2w ∂x2 + 2v 2 0Λ−2k2k ∂2w ∂x2 − 2v0Λ −2k 2k ∂2w ∂t∂x −bΛ−2k2k ∂4w ∂t∂x3 + bv0Λ −2k 2k ∂4w ∂x4 = 0 (3.117) that is ( ∂ ∂t − v0 ∂ ∂x )2 w−2v0Λ−2k2k ( ∂ ∂t − v0 ∂ ∂x ) wx−bΛ−2k2k ( ∂ ∂t − v0 ∂ ∂x ) ∂3xw = 0. (3.118) For any integer n ≥ 1, if we denote k(n) = (1 + n2 + n4 + · · ·+ n2k)−1, µ = nv0k(n)− 1 2bk(n)n 3 and λ = nv0 + nv0k(n)− 1 2bk(n)n 3, then a direct calculation tells us that w(t, x) = sin(µt) sin(nx+ λt), s(t) ≡ 0, 54 CHAPTER 3. WELL-POSEDNESS 3.8. CONCLUSIONS is a non-trivial solution to the Jacobi equation (3.117). Clearly, Ŵ is always perpendicular to ˙̂η(t), so it is a Jacobi field along η̂(t). If we take t = 2pijµ for j = 0,±1,±2, · · · we get the points conjugate to η̂(0), which completes the proof of Theorem 3.17. Remark From the theorem 3.17, we can obtain that the constant so- lutions are stable. However, if we are concerned only with the stability of the constant solutions, we can use the energy method to give a very simple proof. Theorem 3.18 Any constant solution (v0, b) is nonlinearly stable. Proof Let m = m0 = v0 be the constant solution, we can introduce the functional H1(m) = 1 2 ∫ S umdx− ∫ S v0mdx, (3.119) then it is easy to check that δH1 δm ∣∣∣∣ m0 = 0, δ 2H1 δm2 ∣∣∣∣ m0 = Λ−2k2k > 0, (3.120) which yields that m0 is a local strict minimum point of H1. 3.8 Conclusions We have studied various analytical properties of the one dimensional mCH. We have first derived the one dimensional mCH according to Arnold’s view- point in Section 3.1, then have exploited the Kato theory to establish its local well-posedness in Hs(S) with s > 2k − 12 in Section 3.2. After that, we have proved that ||m||L2 is always finite in finite time t if the initial momentum m0 belongs to L2(S), which means that the solutions of the mCH will not blow- up in finite time if the initial value is smooth enough. This is totally different from the Camassa-Holm equation which may admit some finite time blow-up solution even for some very smooth initial values. Then we have studied the extra properties for the limiting mCH, ie, the case of a = 0. In this case, we have proved that the mCH admits a unique solution u ∈ C([0,+∞), Hs(S))∩ C1([0,+∞), Hs−1(S)) if the initial momentum does not change sign (here m0 may not be in L2(S)). In Section 3.4, we have introduced the notion of 55 CHAPTER 3. WELL-POSEDNESS 3.8. CONCLUSIONS weak solution which includes the δ-momentum solutions, and then proved its well-posedness for the limiting mCH with the initial momentum being positive Radon measures, ie, Theorem 3.15, by an approximation process. I guess the assumption a = 0 is only of technique significance and the similar results hold true also for the general case a 6= 0 although I have not yet found a proof. The difficulty here is that for the case a 6= 0, we can not have ∫ |m| = ∫ |m0| from the conservation of ∫ m. Then I have made some remarks on the generalisations of the previous results to the whole line R1 case under some mild extra assumptions, and to different inertia operators in Sections 3.5, 3.6 respectively. Here in order to get the required positivity of the Green’s function G, we have to switch to the inertia operator (1− ∂2x)k. Then, we have looked at the geometry of D̂(S) around the geodesic curve and proved that the geodesic in D̂(S) has conjugate points to the starting point. 56 Chapter 4 Numerics “A major task of mathematics is to harmonize the continuous and the discrete, to include them in one comprehensive mathematics, and to eliminate obscurity from both.” —E. T. Bell, Men of Mathematics, 1965. In this chapter, we will consider the numerical methods for the limiting case of mCH for k = 2, ie,    mt = −umx − 2mux m(x, 0) = m0(x). (4.1) Why do we consider the case a = 0? This is because in the study of the CH equation, the limiting case is the most interesting case. Moreover, our study on weak solutions in Chapter 3 is restricted to the limiting case. So we focus here on the limiting case a = 0 for the mCH. We will consider (4.1) on the circle S in Section 4.1 and on the whole real line R1 in Section 4.2. 4.1 Particle methods The point vortex algorithm is one of the most efficient methods in the study of ideal hydrodynamics. Similarly, we can introduce the particle method in the computation of mCH. The basic idea is as follows: from Theorem 3.15, we know (4.1) has solutions supported at points on S via the following sum 57 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS over Dirac delta measures, m(t, x) = N∑ i=1 pi(t)δ(x− qi(t)), (4.2) and the velocity u(t, x) = G ∗m = N∑ i=1 pi(t)G(x− qi(t)) (4.3) is the superposition of the velocity of each “soliton” supported at qi(t), where G is the fundamental solution of the inertia operator Λ. Plugging (4.2)(4.3) into (4.1), we have got an ODE of 2N variables:    q˙i = h N∑ j=1 G(qi − qj)pj , i = 1, 2, · · · , N, p˙i = −hpi N∑ j=1 G′(qi − qj)pj , i = 1, 2, · · · , N. (4.4) Camassa et al. [17] proved that the particle method is convergent for the Camassa-Holm equation, their proof used the complete integrability of the equation although then mentioned that the use of integrability is perhaps “overkill”. We can see that the reduction of the PDE (4.1) to the ODE (4.4) is not related to the integrability. We will show that it applies to the modified CH equation too. Our proof is similar to those of [17] except that we do not use the integrability of its discretization to prove the global existence of the corresponding ODEs. Let G(x) be the Green’s function for the operator Λ44 = I−∂2x +∂4x acting on H∞(S), then from (I − ∂2x + ∂4x)G(x) = δ(x) = ∞∑ n=−∞ enix, (4.5) we have G(x) = ∞∑ n=−∞ 1 1 + n2 + n4 e inx = 1+2 ∞∑ n=1 1 1 + n2 + n4 cos(nx) x ∈ S. (4.6) Obviously, for any 0 ≤ ε < 1, G(x) ∈ C2+ε(S). 58 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS Now that u(x, t) = ∫ 2pi 0 G(x− y)m(y, t)dy (4.7) and if m0 ≥ c > 0, then from Lemma 3.10 we have m(x, t) ≥ 0 for any t > 0, so (4.1) can be rewritten as (m1/2)t = −(um1/2)x . (4.8) Let us introduce an auxiliary function w(x, t) = ∫ x 0 m(y, t)1/2dy, (4.9) then wxt + (uwx)x = 0, ∀ x ∈ S. So there exists a function g(t) such that wt + uwx = g(t) ∀ x ∈ S. (4.10) Introducing characteristic curves x = q(ξ, t), q(ξ, 0) = ξ, (4.11) then Equation (4.10) reads as x˙ = q˙ = u(q, t), w˙ = g, (4.12) where f˙ denotes the total derivative f˙ ≡ ( ∂ ∂t + u ∂ ∂x ) f. From (4.12), we have w(q(ξ, t), t) = ∫ t 0 g(s)ds+ w(ξ, 0), and so dwdξ = dw0 dξ , (4.13) where w0(ξ) ≡ w(ξ, 0) and dwdξ is uniquely determined by m. Combining (4.7) with the first equation of (4.12) gives u(q(ξ, t), t) = q˙(ξ, t) = ∫ 2pi 0 G(q(ξ, t)− q(η, t))m(q(η, t), t)∂q(η, t)∂η dη. (4.14) From (4.9) and (4.13) we have m(q(ξ, t), t) = ( dw dξ ∂q(ξ,t) ∂ξ )2 = ( dw0 dξ ∂q(ξ,t) ∂ξ )2 . (4.15) 59 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS Introducing an auxiliary function p(ξ, t) = m(q(ξ, t), t)∂q(ξ, t)∂ξ = (w′0(ξ))2 ∂q(ξ,t) ∂ξ , (4.16) then we have p˙(ξ, t) = −p(ξ, t) ∫ 2pi 0 G′(q(ξ, t)− q(η, t))p(η, t)dη, (4.17) and (4.14) becomes q˙(ξ, t) = ∫ 2pi 0 G(q(ξ, t)− q(η, t))p(η, t)dη. (4.18) The solution to (4.17)(4.18) with the initial conditions q(ξ, 0) = ξ, p(ξ, 0) = (w′0(ξ))2 determines the characteristic curves x = q(ξ, t). On the other hand, (4.17)(4.18) is a Hamiltonian system with H = 12 ∫ S×S G(q(ξ, t)− q(η, t))p(ξ, t)p(η, t)dξdη. Integrating directly (4.17) yields that P ≡ ∫ 2pi 0 p(ξ, t)dξ is independent of time t because G′(x) is symmetric with respect to x = pi. From (4.17) we have |p˙(ξ, t)/p(ξ, t)| ≤ c1P, where c1 = |G′(x)|L∞. So p(ξ, 0)e−c1Pt ≤ p(ξ, t) ≤ p(ξ, 0)ec1Pt, ∀ξ ∈ S (4.19) In order to approximate the Hamiltonian equations (4.17)(4.18):    q˙(ξ, t) = ∫ 2pi 0 G(q(ξ, t)− q(η, t))p(η, t)dη, p˙(ξ, t) = −p(ξ, t) ∫ 2pi 0 G′(q(ξ, t)− q(η, t))p(η, t)dη, (4.20) we can use the so-called particle method, which takes qi(t) ≡ qi(ξi, t), pi(t) ≡ pi(ξi, t), i ∈ N 60 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS as position coordinates and momenta, and if, for example, q and p are eval- uated at points ξi = ih, i = 1, 2, · · · , N, obtain the (finite dimensional) discretised version of (4.20):    q˙i = h N∑ j=1 G(qi − qj)pj, i = 1, 2, · · · , N, p˙i = −hpi N∑ j=1 G′(qi − qj)pj, i = 1, 2, · · · , N. (4.21) Compared with other classical numerical methods for PDE, one of the main advantages of the particle method is that it preserves the Hamiltonian struc- ture of (4.20) and so we can use the geometric integration [49] to simulate it numerically. Proposition 4.1 For any lp > 0, the right hand side of (4.21) is Lipschitz continuous on (q, p) ∈ D, where D ⊂ R2N is the set of points (q, p) = (q1, q2, · · · , qN ; p1, p2, · · · , pN) : 0 ≤ qi ≤ 2pi, i = 1, 2, · · · , N, maxi |pi| < lp <∞. So the system of ODEs (4.21) admits a unique local solution. Proof We demonstrate only for the first equation of (4.21) and omit the second one for it is analogous. Let (p, q), (p˜, q˜) ∈ D ⊂ R2N , c0 = 61 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS maxx∈S |G(x)|, c1 = maxx∈S |G′(x)|, then ∣∣∣∣∣h N∑ j=1 G(qi − qj)pj − h N∑ j=1 G(q˜i − q˜j)p˜j ∣∣∣∣∣ ≤ ∣∣∣∣∣h N∑ j=1 G(qi − qj)pj − h N∑ j=1 G(qi − qj)p˜j +h N∑ j=1 G(qi − qj)p˜j − h N∑ j=1 G(q˜i − q˜j)p˜j ∣∣∣∣∣ ≤ ∣∣∣∣∣h N∑ j=1 G(qi − qj)pj − h N∑ j=1 G(qi − qj)p˜j ∣∣∣∣∣ + ∣∣∣∣∣h N∑ j=1 G(qi − qj)p˜j − h N∑ j=1 G(q˜i − q˜j)p˜j ∣∣∣∣∣ ≤ c0h N∑ j=1 |pj − p˜j|+ h N∑ j=1 |G(qi − qj)−G(q˜i − q˜j)| |p˜j| ≤ c0h N∑ j=1 |pj − p˜j|+ c1hmaxj |p˜j| ( N |qi − q˜i|+ N∑ j=1 |qj − q˜j | ) So if we denote ||v|| = N∑ i=1 |vi| for v ∈ RN , L = max{c0h, c1hlpN}, then we have the wanted estimate: ∣∣∣∣∣h N∑ j=1 G(qi − qj)pj − h N∑ j=1 G(q˜i − q˜j)p˜j ∣∣∣∣∣ ≤ L(||p− p˜||+ ||q − q˜||). (4.22) For the global in time existence we have Proposition 4.2 If the initial momenta are positive, pi ≥ ε > 0, i = 1, 2, · · · , N, then the solution to (4.21) exists uniquely for all times. Proof From the Hamiltonian structure of (4.21), it is not difficult to prove that P = h ∑N i=1 pi is independent of time t. From the second equation of (4.21), we have | p˙ipi | ≤ c1P, where c1 = max |G ′(x)|, so pi(0)e−c1Pt ≤ pi(t) ≤ pi(0)ec1Pt. (4.23) If the initial momenta are positive, then pi(t) are positive and bounded for all times t < +∞. So the global existence follows. 62 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS Now we will prove that the solution of (4.21) converges to that of (4.20) as h→ 0. Let q(ξ, t), p(ξ, t) be the solution to (4.20) with the initial data q(ξ, 0) = ξ, p(ξ, 0) = p0(ξ), (4.24) while q˜(t), p˜(t) stand for the solution to (4.21) with q˜i(0) = q(ξi, 0) = ξi, p˜i(0) = p0(ξi). (4.25) qi(t) = q(ξi, t), pi(t) = p(ξi, t) denotes the PDE solution evaluated at the grid points, φi = qi − q˜i, ψi = pi − p˜i and ||φ|| = h ∑N i=1 |φi|, ||ψ|| = h ∑N i=1 |ψi| denote the l1 norm. From (4.19)(4.23) we easily know that for any T > 0, there exists a constant PT <∞, independent of h, such that max{p˜i(t) : 1 ≤ i ≤ N ; 0 ≤ t ≤ T},max{p(ξ, t) : ξ ∈ S; 0 ≤ t ≤ T} ≤ PT for h small enough (or equivalently, for N large enough). Theorem 4.3 Consider (4.20) with (4.24) and (4.21) with (4.25). If p0(ξ) > 0, ξ ∈ S, smooth enough, then for any finite time T > 0, there exists a grid length h such that ||φ(t)||+ 1PT ||ψ(t)|| ≤ Ch 2 PT (eC′PT t − 1) (4.26) for 0 ≤ t ≤ T, where C, C ′ are constants independent of T and h. Proof Because the two equations have the same initial values at the grid points, so |q˜i(t)− q(ξi, t)| ≤ ∫ t 0 ∣∣∣∣∣h N∑ j=1 G(qi(s)− qj(s))pj(s) − ∫ S G(q(ξi, s)− q(η, s))p(η, s)dη ∣∣∣∣ds + h ∫ t 0 ∣∣∣∣∣ N∑ j=1 G(q˜i(s)− q˜j(s))p˜j(s)− N∑ j=1 G(qi(s)− qj(s))pj(s) ∣∣∣∣∣ ds. (4.27) The first integral of the right hand side is controlled above by Ch2t because the Riemannian sum h ∑N j=1G(qi(s)−qj(s))pj(s) is the composite trapezoidal 63 CHAPTER 4. NUMERICS 4.1. PARTICLE METHODS approximation of the integral ∫ S G(q(ξi, s)−q(η, s))p(η, s)dη. The second one is estimated as follows (letting c0 = max |G(x)|, c1 = max |G′(x)|.): h ∣∣∣ ∑N j=1G(q˜i(s)− q˜j(s))p˜j(s)− ∑N j=1G(qi(s)− qj(s))pj(s) ∣∣∣ ≤ h ∣∣∣ ∑N j=1G(q˜i(s)− q˜j(s))p˜j(s)− ∑N j=1G(q˜i(s)− q˜j(s))pj(s) ∣∣∣ +h ∣∣∣ ∑N j=1G(q˜i(s)− q˜j(s))pj(s)− ∑N j=1G(qi(s)− qj(s))pj(s) ∣∣∣ ≤ c0h ∑N j=1 |pj(s)− p˜j(s)|+ c1h ∑N j=1 (|qi(s)− q˜i(s)|+ |qj(s)− q˜j(s)|) pj(s) ≤ c0h ∑N j=1 |pj(s)− p˜j(s)|+ c1PTh ∑N j=1 (|qi(s)− q˜i(s)|+ |qj(s)− q˜j(s)|) , so |φi| ≤ ∫ t 0 ( c0h N∑ j=1 |ψj |+ c1PTh N∑ j=1 (|φi|+ |φj|) ) ds+ Ch2t, (4.28) and hence ||φ(t)|| ≤ ∫ t 0 (c0||ψ||+ 2c1PT ||φ||) ds + Ch2t. (4.29) Similarly, we have (letting c2 = max |G′′(x)|) |ψi(t)| ≤ ∫ t 0 (2c1PTh|pi(s)− p˜i(s)|+ c2piPTh N∑ j=1 (|qi(s)− q˜i(s)| +|qj(s)− q˜j(s)|))ds+ Ch2t, (4.30) and hence ||ψ(t)|| ≤ ∫ t 0 ( 2c1hPT ||ψ(s)||+ 2c2PT 2||φ(s)|| ) ds+ Ch2t, (4.31) from which we have ||φ(t)||+ 1PT ||ψ(t)|| ≤ ∫ t 0 (2(c1 + c2)PT ||φ||+ (c0 + 2c1h)||ψ||) ds+ Ch2t = 2(c1 + c2)PT ∫ t 0 (||φ||+ 1PT ||ψ||)ds +(2c1h+ c0 − 2c1 − 2c2) ∫ t 0 ||ψ||ds+ Ch2t ≤ 2(c1 + c2)PT ∫ t 0 (||φ||+ 1PT ||ψ||)ds+ Ch2t, (4.32) 64 CHAPTER 4. NUMERICS 4.2. BOX SCHEME as long as h < 1 + 2c2−c02c1 ! (It’s easy to verify that 1 + 2c2−c0 2c1 is indeed a positive number.) Now (4.32) and Gronwall inequality yield ||φ(t)||+ 1PT ||ψ(t)|| ≤ Ch 2 2(c1 + c2)PT (e2(c1+c2)PT t − 1) (4.33) for 0 < t < T. Remark The convergence proof of the particle method here is similar to that in [17]. But for the CH equation, in order to establish the global well-posedness of the reduced particle system, Camassa et al. [17] used the complete integrability, although they mentioned that this property may be overkill. But for the mCH, we know that the solution will not blowup in finite time and so the global existence of the corresponding ODE system follows without the use of complete integrability. Remark Similar to the vortex method in hydrodynamics [9, 10], the particle algorithm has several distinctive features:  the interactions of the “solitons” mimic the physical mechanisms de- scribed by the original PDE;  there are no inherent errors which behave like the numerical viscosity of conventional Eulerian difference methods. Such diffusive errors can overtake the effects of physical viscosity in high Reynolds number flow simulation.  One can use the geometric numerical integrators [49] to solve the re- sulted ODE to preserve the geometric structure that the ODE has. 4.2 Box Scheme In this section, we propose a so-called box scheme to solve the equation:    mt = −umx − 2mux on R1, m(x, 0) = m0(x). (4.34) The box scheme dated back to Preissmann [96] and was mathematically developed by Zhao and Qin [110]. It is a nondissipative scheme and exten- sively used in the computational fluid dynamics. Ascher and McLachlan [6] have compared the box scheme and other geometric integrators for the KdV 65 CHAPTER 4. NUMERICS 4.2. BOX SCHEME equation and have analysed the dispersion relation to give an explanation of the stability of the box scheme when applied to hyperbolic systems. Introduce the finite difference operators Dx, Dt and the mean operator M : Dxmni = mni+1 −mni 4x , Dtm n i = mn+1i −mni 4t Mxmni = mni+1 +mni 2 , Mtm n i = mn+1i +mni 2 , then the box scheme for (4.34) reads DtMxm+MtMxu ·DxMtm + 2DxMtu ·MtMxm = 0 1 24t   1 1 −1 −1  m = −14   1 1 1 1  u · 124x   −1 1 −1 1  m − 12   1 1 1 1  m · 124x   −1 1 −1 1  u. (4.35) x t mni mn+1i m n+1 i+1 mni+1 Figure 4.2.1: The box scheme for (4.34) This is an implicit scheme and we can solve the obtained algebraic equa- tions by Newton iteration method. The result for the Gaussian initial value is shown in the Figure 4.2.2. Here the equation (4.1) is solved by the box 66 CHAPTER 4. NUMERICS 4.3. CONCLUSIONS scheme with a moving frame, ie, we use u−maxx(u) as our velocity function u in the simulation and concentrate on region where the blob is mainly sup- ported. The region is [0, L] = [0, 16], with n = 400 grid points, dt = 0.01, and the initial value is m0(x) = e−|x−8| 2. The graph indicates that the Gaussian initial value does evolves to a Dirac δ function as t→ +∞ although we know that the mCH equation has no finite time blowup solution. This directly leads to the study we do in Chapter 5. 6 8 10 12 14 16 18 0 1 2 3 4 x m Blow up in the Euler equations for (Diff(R),H2) Figure 4.2.2: The evolution of Gaussian initial value m0(x) = e−|x−8| 2. Remark Zhao and Qin [110] proved that the box scheme is symplectic and multi-symplectic for KdV equation, this is because KdV has another Hamiltonian (Poisson) structure ∂x with constant coefficient. D. Cohen et al. [24] proposed a box scheme for the Camassa-Holm equation which they proved is multi-symplectic, this is also because the CH equation has a con- stant Hamiltonian (Poisson) structure ∂x(1 − ∂2x) (see the last part of the section 3.1.2). But for the general mCH, we have only one Hamiltonian structure m∂x + ∂xm, which leads to no easy way to get a Hamiltonian discretization in space. Actually, we can propose a multi-symplectic formal- ization for the mCH equation in the Appendix B via the multi-symplectic geometry approach, but it is in the Lagrangian coordinates and is not of much practical use. 4.3 Conclusions We have studied the numerical aspect of the limiting mCH, ie, a = 0, on the circle S and on the whole real line R1 respectively in this chapter. We have proved the convergence of the so-called particle methods in Section 4.1, which is quite similar to that in [17]. But here in our case, the global 67 CHAPTER 4. NUMERICS 4.3. CONCLUSIONS existence of the corresponding ODEs is very easy due to the nice property of the mCH with k ≥ 2, and we do not need to use the integrability which the mCH probably does not have. Then we have proposed a box-scheme for (4.1). This scheme is locally a second order method because it is a symmetric method, and it is not too expensive to implement (Newton’s iteration will solve the resulting algebraic equations). The simulation we have done gives a reliable result in a not-very-long time. However, the nonlinearity, especially the nonlocal dependence of u on m, make it very hard to rigorously prove the convergence of the box-scheme. 68 Chapter 5 Asymptotics [Paradoxes of the infinite arise] only when we attempt, with our finite minds, to discuss the infinite, assigning to it those properties which we give to the finite and limited. — Galileo Galilei 5.1 Introduction In this chapter, we are going to study the asymptotics for the limiting mCH equation on R1, that is,    mt = −umx − 2mux on R1, m(x, 0) = m0(x). (5.1) where (1− ∂2x)ku = m, k ≥ 2. As we mentioned before, this is a generalised Euler equation on Diff(R) with respect to Hk metric. We have proved in Chapter 3 that the solution of this equation does not blowup in any finite time, unlike the Camassa-Holm equation. However, our numerical simulation shows that the solution m does tend to some weak soliton-like solution as the time t→ +∞ for some initial values (see Figure 4.2.2 in Chapter 4 showing that the initial Gaussian value evolves with linear growth in height towards a δ like function). This is sort of similar to the phenomenon in Camassa-Holm equation (see [51], where they depicted the solutions of the CH equation on the circle with some Gaussian initial value that evolves into an ordered soliton-train as the time t increases). We have not yet found any study on this phenomenon in the existing literature. 69 CHAPTER 5. ASYMPTOTICS 5.2. ASYMPTOTIC PDE First, we are going to use the asymptotic expansion to get an ODE which the asymptotic profile satisfies, then use the so-called matched asymptotic expansion method [105] to analyse the asymptotic behaviour for the gener- alised Euler equation (5.1) as t goes to infinity. The method of matched asymptotic expansions is quite powerful dealing with two scale problems. Roughly speaking, it approximates the problem in two separate coordinates, one in the fine coordinate and the other in the coarse coordinate, and matches the boundary conditions using the matching principle. In general, if we know that an evolutionary PDE has a solution v(x, t) which blows up at time T and we are to study the (asymptotic) self-similar blowup profile f for the solution v(x, t) of the PDE, we need to choose an appropriate “similarity variable ξ”, which may depends on x and t, and a scaled factor φ(t) (may depending on T ) according to the nature of PDE such that when plugging the solution v(x, t) = φ(t)f(ξ) into the PDE, we can obtained a differential equation of f as t goes to the blowup time T. The travelling wave solutions of PDEs are closely related to the self-similar solutions which Barenblatt [7] discussed intensively for partial differential equations. Here by the term “travelling wave” we mean the solutions of the form f(x − ct). If one is looking for travelling wave solutions u(t, x) = f(x − ct), then he can regard ξ = x − ct as a new variable and plug this ansatz u(t, x) = f(x− ct) back into the PDE to get an ODE in ξ. For some PDEs, the resulted differential equation on f has a unique (stable) solution, e.g. [80]-[83] for the generalised KdV equations and [106] for travelling wave solutions of parabolic systems, and we can use various tools to prove that the solution of the PDE tends to the unique steady solution in some sense. But for the mCH equation, we will find in this chapter that the situation is quite different. 5.2 Asymptotic PDE We can observe from Figure 4.2.2 that the solution is getting taller and thinner as the time t increases and the bump moves to the right at an almost constant speed. This observation is helpful although it is not necessary to our analysis. In order to study how the solutions are approaching the blowup profile, we consider the travelling wave solutions of the form m(t, x) = φ(t)f(φ(t) · (x− ct)) 70 CHAPTER 5. ASYMPTOTICS 5.2. ASYMPTOTIC PDE with a scaling factor φ(t) (we take this form to guarantee ∫ m = ∫ f). We will first plug this ansatz into the equation (5.1) to find the right choice of φ(t), and then get the differential equation that f satisfies. If G denotes the Green’s function for the operator (1− ∂2x)k, then for very large φ = φ(t), we can approximate u by u(y) = ∫ G(y − x)m(x)dx = ∫ G(y − x)φf(φ(x− ct))dx = ∫ G(y − ξ/φ− ct)f(ξ)dξ ξ = φ(t) · (x− ct) = ∫ G(η − ξφ )f(ξ)dξ η = φ(t) · (y − ct) = ∫ ( G0 + (η − ξ)2 2φ2 G ′′(0) ) f(ξ)dξ +O( 1φ3 ) with G0 = G(0) = G0f0 + G′′(0) 2φ2 f2 + G′′(0) 2φ2 f0η 2 − ηφ2G ′′(0)f1 +O( 1 φ3 ), (5.2) where fi = ∫ ξif(ξ)dξ. Here we have used the fact G′(0) = 0. From (5.2), we have for very large φ that uy = ∫ G′y(y − x)m(x)dx = ∫ G′′(0)(η − ξ) φ f(ξ)dξ +O( 1 φ2 ) = G′′(0)(ηf0 − f1)/φ+O( 1 φ2 ) (5.3) Substituting (5.2)(5.3) into (5.1), we get a differential equation: φf ′ · (φ′η/φ− cφ) + φ′f + 2G′′(0)(ηf0 − f1)f + + ( G0f0 + G′′(0) 2φ2 f2 + G′′(0) 2φ2 η 2f0 − G′′(0) φ2 ηf1 ) φ2f ′ = 0. (5.4) ie ηf ′φ′−cf ′φ2+fφ′+G0f0f ′φ2+2G′′(0)(ηf0−f1)f+ G′′(0) 2 ( f2 + η2f0 − 2ηf1 ) f ′ = 0. (5.5) 71 CHAPTER 5. ASYMPTOTICS 5.2. ASYMPTOTIC PDE In order to make this equation balance in φ, we have to assume φ′ ∼ 1 or φ′ ∼ φ2. We will choose which is suitable to our goal.  If φ′ ∼ φ2, take φ′ = φ2 as an example, then φ(t) will become infinity at some finite time, which contradicts with our result in Chapter 3. Moreover, if φ′ = φ2, then the leading term in (5.5) will lead to ηf ′ − cf ′ + f +G0f0f ′ = 0 which has only unbounded solutions. This is not of interest to us because we are looking for some smooth profile. This rules out the choice φ′ ∼ φ2.  If φ′ ∼ 1, take φ′ = 1 for example, we have φ(t) = t and we can get the case in which we are interested. Now if we take φ(t) = t. Then we match the coefficients of ti t0 : [2G′′(0)(ηf0 − f1) + 1] f + (G′′(0) 2 f2 + G′′(0) 2 η 2f0 −G′′(0)ηf1 + η ) f ′ = 0, t2 = φ2 : −cf ′ +G0f0f ′ = 0. The leading order term t2(−cf ′ +G0f0f ′) is the limiting (δ function) part of the motion. If we divide the equation (5.4) by t2 and let t→∞, then we get −cf ′+G0f0f ′ = 0, which means the leading order term determines the speed c of the soliton: c = G0f0. If we denote U(η) = 12G′′(0)f0η2 − G′′(0)f1η +1 2G′′(0)f2, then the ODE for the coefficients in t0 takes the form (ηf)η + fηU + 2Uηf = 0. (5.6) This equation is nonlinear and nonlocal (U depends on the integrals of f), but fortunately it can be explicitly solved as follows: Multiplying the LHS of the ODE in t0 by η and then integrating it, we find that f1 = 0. Because G′′(0) < 0, we assume f0G′′(0) = −1, f2G′′(0) = −1− a−2, then we have (−2η + 1)f + 12(2η − η 2 − 1− a−2) · f ′ = 0, (5.7) so df f = −2(2η − 1)dη (η − 1)2 + a−2 72 CHAPTER 5. ASYMPTOTICS 5.2. ASYMPTOTIC PDE then −dff = 2 + 4(η − 1) (η − 1)2 + a−2 dη = 2 (η − 1)2 + a−2 dη + 4(η − 1) (η − 1)2 + a−2 dη. From which we have f(a, η) = C(a) · e −2a[arctan(a(η−1))+pi2 ] ((η − 1)2 + a−2)2 . (5.8) We can find, with the help of the software Mathematica, that ∫ +∞ −∞ fdη = C(a)a 2 4 1− e−2api a2 + 1 , ∫ +∞ −∞ η2fdη = C(a)4 (1− e −2api). If we take C(a) = − 1G′′(0) a2 + 1 a2 · 4 1− e−2api then f satisfies the conditions f0G′′(0) = −1, f2G′′(0) = −1−a−2. The limit of (5.8) is lim a→+∞ f(a, η) = f˜ =    4(η − 1)−4e 2η−1 if η − 1 < 0, 0, if η − 1 > 0. (5.9) Here in (5.8), we have taken an integral constant C(a)e−api in order to guar- antee the limit function f˜ ∈ L1(R). It’s easy to verify that f˜ is a solution to (5.6) too, and we call this solution the limit steady solution. The steady solutions are depicted in Figure 5.2.1 Remark There are two magic features of the equation (5.6).  The equation (5.6) is a nonlinear differential equation, so in general we can not multiply or divide the solution by a constant to get a solution, which means the assumption f0G′′(0) = −1 is not very plausible, be- cause when we assume f0G′′(0) = −1 and f2G′′(0) = −1 − a−2, then the equation becomes a linear equation and we can solve it without any difficulty. But the check with Mathematica shows that the two a-prior assumptions on f0 and f2 does not lead to contradiction. Perhaps, we can think of it this way: because f0 could be any number, so we take f0G′′(0) = −1 and think f2 as a parameter (where the parameter a comes from). 73 CHAPTER 5. ASYMPTOTICS 5.2. ASYMPTOTIC PDE −4 −3 −2 −1 0 1 2 3 4 0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 a=2 a=3 limit case (a=∞) ξ f the steady solutions to the asymptotic equations Figure 5.2.1: The steady solutions to the asymptotic equations  The most interesting point here is that there is a family of self-similar blowup profiles, unlike most familiar cases where just a unique pro- file exists [80]-[83], [106]. This is the first equation with this kind of property we have ever seen. If we take m(x, t) = tf(t(x − ct), τ), with a time scale factor τ = g(t), then we can do the same things as before tfξ · (η/t− ct) + f + tfτg′(t) + 2G′′(0)(ηf0 − f1)f + ( G0f0 + G′′(0) 2t2 f2 + G′′(0) 2t2 η 2f0 − G′′(0) t2 ηf1 ) t2fξ = 0. (5.10) This means that if we want to take fτ into the equation, we have to take g′(t) = 1t , that is g(t) = ln t. Then we have got the following asymptotic slow time PDE (the self-similar case) for which the equation (5.7) is the stationary equation: fτ + (ξf)ξ + Ufξ + 2Uξf = 0, (5.11) here U = G′′(0)2 (ξ2f0 − 2ξf1 + f2). It is easy to verify that f0 is independent of t, which we can assume satisfies f0G′′(0) = −1 in order to simplify the calculation. The numerical simulation strongly suggests that the steady solutions (5.8) and (5.9) are stable for the asymptotic equations (5.11) and are stable asymp- totical solutions to the equation (5.1)(see Figures 5.4.1— 5.4.3) (here we use the term “stable asymptotical solutions” to mean the solutions of (5.1) tends 74 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? to the family of “steady solutions” (5.8) and (5.9), but we have to point out that (5.8) and (5.9) are not the steady solutions of (5.1), although they are the steady solutions of (5.11) ). We will give some trials to studying this stability in the next section. Remark Our analysis applies to all Hk metric with k ≥ 2, but not directly to H1 metric which corresponds to the Camassa-Holm equation be- cause in this case G′(0), G′′(0) do not exist at all. We will have a look at the Camassa-Holm equation in the last section of this chapter. 5.3 Are Steady Solutions Stable? In order to study the stability of the steady solution f, f as in (5.8)(5.9), we linearise the equation (5.11) around this steady f by a small perturbation f + εh(τ, ξ) and get the linearised equation on h hτ + [(U + ξ)h]ξ + Uξh+ (Wf)ξ +Wξf = 0, (5.12) where U = G′′(0)2 (f0ξ2+f2), W = G′′(0) 2 (h0ξ2−2h1ξ+h2) and hi = ∫ ξih(ξ)dξ. One can easily find that dh0 dτ = 0, dh1 dτ = h1, dh2 dτ + G′′(0) 2 (h0f + f0h)ξ 4 ∣∣+∞ −∞ = 2h2. (5.13) In order to study the stability of f , the natural idea is to prove that h(τ, ξ) stays small in some sense as τ → +∞ for small initial value h(0, ξ). We are trying to study the stability of the steady solutions by charac- teristic methods. One of the difficulties is that one can easily see that some characteristics of (5.12) can not reach the ξ axis(ie, τ = 0) (see Figure 5.3.3 and Figure 5.3.5 below) and we need some upstream boundary conditions h(τ, ξ0) for some large ξ0. 5.3.1 Upstream Boundary Conditions for (5.12) In the previous section, we let ξ = t(x − ct), with c = G(0)f0, as a new variable, which means we concentrate on the region where the bump is sup- ported and which is getting smaller and smaller as t increases. Now we are going to obtain some upstream boundary conditions for the equations (5.11) and (5.12), that is the boundary condition for ξ very large, that is where the so-called matched asymptotic expansion method comes in. The technique of matched asymptotic expansion concerns different dif- ferential equations in two regions known as the “fine scale” (or inner) region 75 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? and the “coarse scale” (or outer) region, matching the boundary condition on the “common” boundary (see [7] and [105] for example). The multi-scale asymptotic expansion is very subtle. It appears like “what you get depends on what you want”. The key point here is the scale under which the prob- lem is considered, or in other words, what limit process is of interest to us. Specific to our problem here, we can think the region A with the variable ξ = t(x − ct) as the inner region (with ξ = O(1)) and think the region out of A as an outer region with another variable much coarse, for example, z = x − ct = O(1). Now we need the upper stream boundary condition for f(ξ, τ) or h(ξ, τ), we can think this as the boundary condition at z → 0+ of the outer region equation as t→ +∞ (see Figure 5.3.1). the inner region : ξ=t(x−ct) coordinate the outer region: z=x−ct coordinate The inner region and the outer region Figure 5.3.1: The illustration of the inner and outer regions. Take t = 5 for example, and there are two points P1, P2, if the distance of P1, P2 in the ξ coordinate is dξ(P1, P2) = 10, then the distance of these two points in the z coordinate is dz(P1, P2) = 10/5 = 2. Here we plot a function f(ξ) on the top and the function m(t, z) = tf(ξ) on the bottom Now we let z = x−ct as a new variable, and have another approximation for u(x) in (5.1) (when t is very large, while we think z = x − ct = O(1), 76 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? because now we are in the z coordinate): u(y) = ∫ G(y − x)m(x)dx = ∫ G(y − ct− ξt )f(ξ)dξ, if m(x) = tf(t(x− ct)), ξ = t(x− ct), c = G0f0, ≈ G(y − ct)f0 − 1 t · · · (5.14) so in a moving frame (which means we can let z = x− ct denote the relative position of the point x with respect to the point where the Dirac δ function is supported, and consider m as a function of z : m(t, x) = n(t, z) = n(t, x− ct)), then m(0, x) = n(0, z) = n(0, x) and mt = nt−cnz. If we denote v(z) = (G(z) − G0)f0, then v(z) = u(x) − c, vz = ux and we can approximate the equation (5.1) (in the region where t is large enough and z = x− ct = O(1)) by nt + vnz + 2vzn = 0. (5.15) If we take f0 = 1 just for simplifying the notations, then v(z) = (G(z) − G0)f0 = G(z)− G0, and this linear equation can be explicitly solved by the characteristic method: n(t, z) = n(0, F (−t, z)) (G0 −G(F (−t, z)) G0 −G(z) )2 = m(0, F (−t, z)) (G0 −G(F (−t, z)) G0 −G(z) )2 = m0(F (−t, z)) (G0 −G(F (−t, z)) G0 −G(z) )2 , (5.16) where z = F (t, z0) is defined by the characteristics curve ∫ z a 1 G(x′)−G0 dx′ = t+ ∫ z0 a 1 G(x′)−G0 dx′ (5.17) where a =    1 if z0 > 0, −1 if z0 < 0. 77 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? 0 0.5 1 1.5 2 −60 −40 −20 0 20 40 60 The graph of the function f(x) = − ∫ x 1 1 G(x)−G0 dx ↑ α+ xG0 ← 2G”(0)x x Figure 5.3.2: Asymptotic for the function f(z) ≡ − ∫ z 1 1 G(x′)−G0 dx′ z = F (t, z0) means the curve starting from z0 at t = 0 arrives at z at the time t, so it is clear that z0 = F (−t, z). Now we are going to use the limit of m(t, z) as t → +∞ and z → 0+ as the boundary condition of the outer region with (z, t) coordinates and then transfer this limit to the upstream boundary condition of the inner region with (ξ, τ) coordinates. In order to do that, we need to find the asymptotic expression of m(t, z) as z > 0 very small and t large enough, ie, we are interested in the case z → 0+, and t → ∞, such that ξ = zt = t(x − ct) > 0 very large. We are concerned with how fast the initial value m0(z0) decreases as z0 → +∞ can guarantee the upstream boundary conditions of f(ξ, τ) tends to 0 as τ → +∞, so we consider the situation where z0 → +∞, z → 0+, t→ +∞. In this case, taking into account that G(z) = G0 + 12G′′(0)z2 +o(z3) for z > 0 small enough and G(z)→ 0 as z → +∞, we have − ∫ z 1 1 G(x′)−G0 dx′ ≈ 2G′′(0)z is negatively large as z > 0 small enough − ∫ z0 1 1 G(x′)−G0 dx′ ≈ ( α+ z0G0 ) is positively large as z0 large enough, 78 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? (see Figure 5.3.2). On the other hand, from (5.17), we have − ∫ z0 1 1 G(x′)−G0 dx′ ≈ 1z ( tz + 2G′′(0) ) , and so z0 ≈ G0z (tz + 2G′′(0)), and m(t, x) = n(t, z) = m0(z0) (G0 −G(F (−t, z)) G0 −G(z) )2 ≈ G 2 0 (G0 −G(z))2 m0 (G0 z (tz + 2 G′′(0)) ) . (5.18) This approximation holds true for t large enough and z > 0 small enough. Now we will match thism(t, z) to the upstream boundary condition of f(ξ, τ). Notice G(z) − G(0) = G′′(0)2 z2 + o(z3) as z → 0+, so the estimate (5.18), together with m = tf(ξ, τ), τ = ln t, ξ = zt, yields that for large ξ and τ , f(ξ, τ) = e3τξ−4( 2G0G′′(0)) 2m0 ( G0eτ + 2 G0eτ G′′(0)ξ ) . (5.19) This can give a f(ξ, τ) such that lim τ→∞ f(ξ, τ) = 0 as long as the initialm0(x) = o(x−3) as x → +∞. We call this f(ξ, τ) for large ξ = ξ0 the upstream boundary condition for the inner problem (5.11). So the perturbation h(τ, ξ0) can be assumed to be h(τ, ξ) = O(1) · f(ξ0, τ) which we call the upstream boundary condition for the inner problem (5.12). The above process is the so-called the matched asymptotic expansion method. 5.3.2 Around the General Steady Solution (5.8) We first consider the general steady solution (5.8) case. In this case, the problem is that the characteristics of (5.12) are like arctan(ξ) (see Figure 5.3.3 ) and the initial value of h(τ, ξ) is not the initial h(0, ξ), and instead, is determined by some boundary conditions h(τ0, ξ0) for some large ξ0 and τ0 > 0. In fact, the characteristic is determined by dξ dτ = U + ξ, (5.20) and if we put G′′(0)f0 = −1, G′′(0)f2 = −1− a−2, then this equation reads dξ dτ = − 1 2 [ (ξ − 1)2 + a−2 ] , (5.21) 79 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? −10 0 10 20 30 40 −6 −4 −2 0 2 4 6 ξ t Characteristics of the linearised equation around the general steady solutions h(τ,ξ 0) given Figure 5.3.3: Characteristics of the linearised equations around the general steady solutions and the characteristic curves are arctan a(ξ − 1) = − 12aτ +K, (5.22) where K is determined by the upstream boundary, ie, K = 12aτ0 + arctan(a(ξ0 − 1)). (5.23) Along the characteristics, the equation (5.12) reads dh dτ + [1 + 2Uξ]h+ (Wf)ξ +Wξf = 0. (5.24) For any ξ1 > 0 fixed and any τ1 large, there is a unique characteristic connect- ing (ξ1, τ1) and (ξ0, τ0) for some τ0, and |τ1−τ0| < api, where a is the parameter from G′′(0)f2 = −1 − a−2. Let A = max{|1− 2ξ| : ξ between ξ1 and ξ0}, A is large but fixed once ξ0, ξ1 fixed, then from h(τ1, ξ1) = e− ∫ τ1 τ0 (1−2ξ) [ h(τ0, ξ0) + ∫ τ1 τ0 (−2Wξf −Wfξ)e ∫ (1−2ξ) ] , (5.25) if h(τ0, ξ0)→ 0 as τ0 → +∞ and W, Wξ small(which means from (5.13) that h0, h2 small and h1 = 0), we have lim sup τ1→∞ h(τ1, ξ1) is small. (5.26) 80 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? If we take h0 = h1 = 0 and G′′(0)f0 = −1, then (5.13) reads dh2 dτ − 1 2c(τ) + 1 2hξ 4|−∞ = 2h2, (5.27) where c(τ) = lim ξ→+∞ hξ4 and lim τ→∞ c(τ) = 0. From (5.25) we have h(τ1, ξ1) = e− ∫ τ1 τ0 (1−2ξ) [ h(τ0, ξ0)− G′′(0) 2 ∫ τ1 τ0 fξh2e ∫ τ1 τ0 (1−2ξ) ] ≡ I + II. (5.28) But along the characteristics, we have e− ∫ τ1 τ0 (1−2ξ) = eτ1−τ0 [1 + a2(ξ0 − 1)2 1 + a2(ξ1 − 1)2 ]2 , (5.29) and so I = e− ∫ τ1 τ0 (1−2ξ)h(τ0, ξ0) = eτ1−τ0 [1 + a2(ξ0 − 1)2 1 + a2(ξ1 − 1)2 ]2 h(τ0, ξ0) = eτ1−τ0 [ 1 1 + a2(ξ1 − 1)2 ]2 c(τ0)a4 (5.30) because h(τ0, ξ0) ≈ c(τ0)ξ40 . If we let τ1 fixed, then τ0 = τ0(ξ1) depends on ξ1. lim ξ1→−∞ I · ξ41 = limξ1→−∞ e τ1−τ0c(τ0) = e2apic(τ1 − 2api) (5.31) for τ0 = τ1 − 2a arctan(a(ξ0 − 1)) + 2a arctan(a(ξ1 − 1)). On the other hand, fξ = −4ξ a−2 + (ξ − 1)2f, (5.32) so II = 2G′′(0)eτ1−τ0 1[a−2 + (ξ1 − 1)2]2 ∫ τ1 τ0 h2fξeτ0−τ (a−2 +(ξ−1)2)dτ. (5.33) Plugging the formula of f and the characteristic equation (5.22), then a direct 81 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? calculation yields lim ξ1→−∞ II · ξ41 = 2G′′(0)eτ1−api lim ξ1→−∞ ∫ τ1 τ0 h2e−2aK 1 a tan(K − 12aτ) + 1 a−2 tan2(K − 12aτ) + a−2 dτ = 2aG′′(0)eτ1−api lim ξ1→−∞ ∫ τ1 τ0 h2e−2aK [ a cos2(K − 12aτ) + cos(K − 12aτ) sin(K − 1 2aτ) ] dτ = 2aG′′(0) ∫ τ1 τ1−2api [ah2 2 { 1 + cos (τ1 − τ a − pi )] +12h2 sin (τ1 − τ a − pi )} dτ, (5.34) because lim ξ1→−∞ K = lim ξ1→−∞ 1 2aτ0 +arctan(aξ0−a) = 1 2aτ1−pi+ pi 2 = 1 2aτ1− pi 2 . (5.35) So lim ξ1→−∞ II · ξ41 = 2aG′′(0) ∫ τ1 τ1−2api [ah2(τ) 2 ( 1− cos (τ1 − τ a )) −12h2(τ) sin (τ1 − τ a )] dτ, (5.36) so h2 satisfies at τ = τ1 dh2 dτ − 1 2c(τ1) + 1 2c(τ1 − 2api)e 2api − 2h2 = −12aG ′′(0) ∫ τ1 τ1−2api [ a ( 1− cos ( τ1 − τ a )) − sin ( τ1 − τ a )] h2dτ. (5.37) If we can obtain from this differential integral equation that h2(τ) stays small for all large time τ , then it is easy to see from (5.25) lim τ→+∞ h(τ, ξ) = 0. (5.38) But the problem here is that we can not have the smallness of h2 from (5.37)! In fact, we can numerically solve the equation (5.37) and the result is shown in 82 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? the following Figure 5.3.4, which indicates that h2(τ) increases exponentially as a function of τ . (In this figure, we take c(τ) ≡ 0, a = 1, G′′(0) = −1 and h2(τ) = −0.1 for τ ≤ 0.) However, this example does not contradict with (5.38) although we can not derive any definite result from it. 0 2pi 4pi 6pi 8pi 10pi 10−5 100 105 1010 1015 1020 1025 1030 semilogy plot of h2 τ log (h 2) Figure 5.3.4: Plot of h2(τ) 5.3.3 Around the Limit Steady Solution (5.9) At this stage, the characteristic equation of (5.12) is dξ dτ = − 1 2(ξ − 1) 2 (5.39) and the characteristics from ξ|τ=τ0 = ξ0 are (ξ − 1)−1 = 12(τ − τ0) + (ξ0 − 1) −1 whose diagrams are shown in Figure 5.3.5. Clearly, τ − τ0 < (ξ − 1)−1 for ξ > 1. Along each characteristic curve, the linearised equation (5.12) becomes dh dτ + (1 + 2Uξ)h+ (Wf)ξ +Wξf = 0, (5.40) 83 CHAPTER 5. ASYMPTOTICS 5.3. ARE STEADY SOLUTIONS STABLE? −0.5 0 0.5 1 1.5 2 2.5 3 −250 −200 −150 −100 −50 0 50 ξ t ξ =1 Characteristics of the linearised equation around the limit steady state Figure 5.3.5: Characteristics of the linearised equations around the limit steady solution ie dh dτ + (1− 2ξ)h+ (Wf)ξ +Wξf = 0. (5.41) Case ξ > 1. For any ξ > 1, we have f ≡ 0, so this equation reads dh dτ = (2ξ − 1)h (5.42) whose solution can be found explicitly h(τ, ξ) = eτ−τ0 (ξ0 − 1 ξ − 1 )4 h(τ0, ξ0). (5.43) If ξ > 1 is fixed, then τ0 → +∞ as τ → +∞ because τ − τ0 < (ξ − 1)−1, so eτ−τ0 is bounded, from which we have for fast decaying h(τ, ξ0) lim τ→∞ h(τ, ξ) = 0 for any ξ > 1. Case ξ < 1. If ξ < 1, then for any τ > 0 there is a characteristic curve connecting (ξ, τ) and (ξ0, 0) for some unique ξ0 < 1. Along each such curve, the equation (5.12) reads dh dτ + (1− 2ξ)h = −(Wf)ξ −Wξf. (5.44) 84 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS Denote l(ξ) = −(Wf)ξ −Wξf, then l(ξ) = o(1) · (ξ − 1)−4e 2 ξ−1 (ξ − 1)−2 if W, Wξ = o(1). Along the characteristic curve, we have e− ∫ τ 0 (1−2ξ) = e 2 ξ−1− 2 ξ0−1 (ξ0 − 1 ξ − 1 )4 (5.45) and the solution is h(τ, ξ) = e− ∫ τ 0 (1−2ξ) [ h(0, ξ0) + ∫ τ 0 l(ξ(s))e ∫ s 0 (1−2ξ)ds ] . (5.46) the first part of the solution e 2 ξ−1− 2 ξ0−1 (ξ0 − 1 ξ − 1 )4 h(0, ξ0) (5.47) can be small if h(0, ξ0) = o(1) · e 2 ξ0−1 (ξ0 − 1)−4 = o(1) · f˜(ξ0). But the other part e− ∫ τ 0 (1−2ξ) ∫ τ 0 l(ξ(s))e ∫ s 0 (1−2ξ)ds = e 2ξ−1 ( 1 ξ − 1 )4 · o(1) · ∫ τ 0 (ξ(s)− 1)−2ds (5.48) is not small! This means that we can not use the standard approach to establish the linear stability of the limit steady solution. 5.4 The Family of Steady Solutions Then we go further with the numerical simulation on the stability of steady solutions. We found that the real profile seems to wander within the family of steady solutions, as shown in the Figures 5.4.1– 5.4.3. In these figures, the differential equation (5.1) is solved by the box scheme with a moving frame, ie, we use u − maxx(u) as our velocity function u in the simulation and concentrate on region where the blob is mainly supported. The region is [0, L] = [0, 12], with n = 400 grid points, dt = 0.01, and the initial value is m0(x) = e−|x|2. The solid line of the top plot of each figure stands for the real solution m(x, t), and then use the nonlinear least square method to solve a parameter optimization problem to find the closest profile (hence the shape parameter a) from the family a3ea4 exp(−2a2 arctan(a2a3(x− a1))) ((a3(x− a1))2 + a−22 )2 , (5.49) 85 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS with four parameters ai, i = 1, · · · , 4: a1 is the maximum point, a2 is the shape parameter a, a3 is the spatial scaling factor and a4 the height scaling factor. The solid line in the figures is the numerical solution of the equation (5.1) and the dotted line correspond to the asymptotic profile selected from (eq:ft) that best fits the solution. We can see from the Figure 4.2.2 and the Figures 5.4.1– 5.4.3 that the Gaussian initial value evolves very quickly to the family of steady solution profiles, then it does not stay at any steady solution, instead, it wanders in this family of steady solutions (see the first plot of the evolution of a in Figure 5.4.4 ). It is so strange that we have not ever seen the similar phenomenon before. Here are some excuses why we failed to rigorously solve this problem:  Analytically, both the original PDE (5.1) and its slow time asymptotic PDE (5.11) are nonlinear and nonlocal, and are not real hyperbolic equations. Normally, when talking about the stability of a steady so- lution, we need some nice properties such as the dissipation or some enough number of conserved quantities to guarantee the solutions of the PDE tends to the steady solution in some sense, of which the PDEs (5.1)(5.11) lack.  Numerically, we can not reliably solve the asymptotic PDE (5.11) be- cause of the coefficients in (5.11) depends on fi, i = 0, 1, 2. When we solve numerically (5.11), after some time, the solution f(η, τ) behaves like (5.8) or (5.9), which means f ∼ η−4 for |η| large which incurs an O( 1L) error when we replace f2 = ∫∞ −∞ ξ2f(ξ)dξ with the evaluation of f2 = ∫ L −L ξ2f(ξ)dξ in the simulation. This error will take over the true solution, so we are not able to check the stability numerically.  We can not solve the mCH reliably for long times because of the weak blowup. If we solve directly the original equation (5.1), then the solu- tion will be getting larger and larger as the time increases due to the weak blowup.  If we use a moving frame in the simulation, then we concentrate on the very narrow region where the bump is supported, which is good. But a moving frame means that we are not capturing the correct upstream boundary conditions. It seems that it would need the adaptive grid method used by Budd [16] which we could not get working. 86 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS  The reason that the standard characteristic method does not work is probably that the characteristic curves depend on the solutions, which means that, as the solutions of (5.1) tend to (5.8)(5.9), the character- istic curves themselves change! From the numerical simulations, we make the following conjectures:  The one parameter family of the steady solutions is exponentially sta- ble, every initial value not in but close to this set will tend to it very quickly and then wanders along this set.  If the initial value m(x, 0) is zero for all large x > 0, then the solution will tend to the limit steady solution (5.9).  If m(x, 0) is zero for all large x > 0 and there is a small perturbation h(x0, t) at some large x0 with h(x0, t)→ 0 as t→∞, then the solution will track this perturbation and tends to the limit steady solution (5.9) as t→∞. 87 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS 0 2 4 6 8 10 12 0 0.5 1 1.5 shape parameter a = 0.12 time t = 0.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m 0 2 4 6 8 10 12 −0.5 0 0.5 1 1.5 shape parameter a = 1.37 time t = 4.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m Figure 5.4.1: Fit of the solution to the true profiles: the equation is solved by the box scheme with a moving frame. Starting off from the Gaussian initial value, the solution is soon almost indistinguishable from the true profile. 88 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS 0 2 4 6 8 10 12 −0.5 0 0.5 1 1.5 2 shape parameter a = 2.13 time t = 8.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m 0 2 4 6 8 10 12 0 1 2 3 shape parameter a = 2.17 time t = 12.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m Figure 5.4.2: Fit of the solution to the true profiles 89 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS 0 2 4 6 8 10 12 0 1 2 3 4 5 shape parameter a = 2.00 time t = 18.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m 0 2 4 6 8 10 12 0 2 4 6 8 shape parameter a = 1.90 time t = 26.00 x m −4 −3 −2 −1 0 1 2 0 0.5 1 1.5 η sc ale d m Figure 5.4.3: Fit of the solution to the true profiles: the solution is getting concentrated on a narrower region as t increases, and the graph starts to wiggle as can be seen from the plot of the scaled m. 90 CHAPTER 5. ASYMPTOTICS 5.4. THE FAMILY OF STEADY SOLUTIONS 0 10 20 0 0.5 1 1.5 2 t a 0 10 20 0 2 4 6 8 t sp at ia l s ca lin g 0 10 20 0 0.02 0.04 0.06 0.08 0.1 t |∆m | / |m | Figure 5.4.4: The evolution of the parameters: the first plot is on the shape parameter a; the second is on the spatial scaling factor and the last one on the error of the fit. The spatial scaling factor increases linearly after t ≥ 10, as we expect, and the error decreases steadily after t ≥ 10. 91 CHAPTER 5. ASYMPTOTICS 5.5. REMARKS ON THE CAMASSA-HOLM EQUATION 5.5 Remarks on the Camassa-Holm Equation For the H1 metric case, ie the Camassa-Holm equation, G(x) = 12e−|x|, if we let m(t, x) = φ(t)f(φ(t)(x−ct)) and plug this ansatz into the Camassa-Holm equation, then similarly as we did in section 5.2, we can obtain φ(t) = et from the balance of φ in the resulted equation. In fact, if we suppose m(t, x) = φ(t)f(φ(t)(x − ct)), we know that G′(0) does not exist in this case, but we still have u(y) = ∫ G(y − x)m(x)dx = (∫ ξ<η + ∫ ξ>η ) G(η − ξφ )f(ξ)dξ = G0f0 + 1 φ(t) [ G′+(ηf−0 − f−1 ) +G′−(ηf+0 − f+1 ) ] +G ′′(0) 2φ(t)2 [ η2f0 − 2ηf1 + f2 ] +O( 1φ(t)3 ), (5.50) where fi as before, and G′± = limξ→±0G ′(ξ) = ∓12, f + i = ∫ ξ>η ξif(ξ)dξ, f−i = ∫ ξ<η ξif(ξ)dξ and we denote G′′(0) = G′′+(0) = G′′−(0) = 12 although G′′(0) does not exist actually. Similarly, uy(y) = G′+f−0 +G′−f+0 + G′′(0) φ(t) [ηf0 − f1] +O( 1 φ(t)2 ). (5.51) On the other hand, mt = φ′ · (f + ηfη)− φ2 · cfη, my = φ2 · fη. (5.52) Plugging all these terms into (5.1), and noticing that G′+ = −G′−, we have φ′ · (ηf)η − φ2cfη + φ2fηG0f0 +φfηG′+[η(f−0 − f+0 ) + (f+1 − f−1 )] + 2φfG′+(f−0 − f+0 ) +12G ′′(0)fη[η2f0 − 2ηf1 + f2] + 2fG′′(0)(f0η − f1) = 0. (5.53) In order to balance in φ in this equation, we may have three choices: φ′ ∼ φ2; φ′ ∼ 1 or φ′ ∼ φ. We can discuss them separately as we did for the H2 92 CHAPTER 5. ASYMPTOTICS 5.6. CONCLUSIONS metric case and obtain that only φ′ ∼ φ is of interest to us. So we take φ(t) = et and suppose m = etf(et(x− ct)), (5.54) then, similarly to the previous derivation, we have the asymptotic steady equation (ηf)η +Wfη + 2Wηf = 0, (5.55) where W (η) = [ G′+ · (ηf−0 − f−1 ) +G′− · (ηf+0 − f+1 ) ] = 12[η(f + 0 − f−0 )− (f+1 − f−1 )]. (5.56) Unlike in the H2 metric case, this equation is really nonlinear in f because W depends on f in a sort of complicated way. We are not so lucky any more as with the equation (5.6) and can not find the solution explicitly at the moment. Hopefully, we will work on this equation in the future. 5.6 Conclusions In this chapter, we have studied the asymptotic behaviour of the mCH (5.1) on the whole real line R1 by the asymptotic expansion and the so-called asymptotic matching method. After a short introduction, we have used the asymptotic expansion in Section 5.2 to derive the ODE (5.6), which the asymptotic steady solutions should satisfy, and the slow-time evolutionary PDE (5.11). The ODE (5.6) admits a family of solutions (5.8),(5.9). When linearising the slow-time PDE (5.11) around the steady solutions (5.8)(5.9), we have found that the characteristics do not intersect with the x-axis, which means we have to assign some upstream boundary conditions for the lin- earised equations. So we have approximated the equation (5.1) in another (coarser) scale to get (5.15). Matching the solution of (5.15) to the upstream boundary condition of (5.15), we have shown that, if m0(x) = o(x−3) as x → +∞, then the upstream boundary condition f(ξ, τ) → 0 as τ → +∞. However, we have not yet rigorously proved that the asymptotic steady solu- tions are stable despite all the efforts we have made here. In Section 5.4, we have tried to find numerically the best fit profiles of the solutions of (5.1), which shows that the true profiles seem wandering within the family of steady solutions. We have listed some reasons why we have not yet completely solved this problem. After that, we have tried to apply the same method to the CH 93 CHAPTER 5. ASYMPTOTICS 5.6. CONCLUSIONS equation in Section 5.5, which suggests that a more involved calculation will be needed. 94 Chapter 6 Four Particle Systems In this chapter, we will study the mCH in a very specific form. That is, we will consider the Hamiltonian ODE system    q˙i = h 4∑ j=1 G(qi − qj)pj p˙i = −hpi 4∑ j=1 G′(qi − qj)pj (6.1) where h = pi/2, G(x) is the Green function corresponding to the H2 metric on S1 = [0, 2pi]. 6.1 Motivation Why do we study the four particle system? The answer is that we know that the KdV equation and the CH equation are completely integrable but the general mCH equation with k > 1 is very likely not, at the same time we have two conserved quantities: ∫ m and ∫ mu for the general mCH equation and an extra ∫ |m| 12 for the limiting mCH, so it is natural to ask if there is another conserved quantity? The possible approaches to the question include (i) constructing a conserved quantity explicitly and/or (ii) studying the Lyapunov exponents of the corresponding four particle system. For the particle systems, the conserved quantity ∫ |m| 12 dx becomes zero (because the particle systems correspond to the evolution of the sum of some δ momentum). If the four particle system has only one positive Lyapunov exponent, then it is expected that the systems have some other integral than∫ m and ∫ mu in general. We will use the Lyapunov exponents method 95 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.2. LYAPUNOV EXPONENTS to show that this ODE system is likely to have another conserved quantity than the obvious conserved quantities corresponding to ∫ m and ∫ mu. At the same time, a positive Lyapunov exponent means the four particle system is not integrable and hence the mCH equation is very unlikely to be integrable. 6.2 Lyapunov Exponents Lyapunov exponents (or characteristic numbers) were first introduced by Lyapunov [73] in 1892 to study the stability of nonstationary solutions of ODEs and many papers and books (see, for example Nemyskii et al. [91], E. Ott [93] and the reference therein) are devoted to it. Let X be a differentiable manifold with a Riemannian metric, then an ODE x˙ = f(t, x) on X defines a (flow) mapping F (t, ·) : X 7→ X for any t > 0. The Lyapunov exponents are introduced to describe the long-time dependence of the solution on the initial perturbation. More precisely, if V ∈ Tx0M for some x0 ∈ M, dF (t, x) stands for the differential of F w.r.t. x, then the Lyapunov is defined by λ(x0, V ) ≡ limt→∞ 1 t log ||dF (t, x0)(V )||. (6.2) 6.3 How to Compute Them? Specifically to an ODE in Rn, dx dt = f(t, x), x(0) = x0 ∈ R n, (6.3) its linearised equation reads dy(t) dt = A(t)y(t), y(t) ∈ R n, (6.4) whose fundamental solution matrix Y (t) satisfies dY (t) dt = A(t)Y (t), Y (0) = Y0 ∈ R n×n is orthogonal. (6.5) If {pi} is an orthonormal basis of Rn, then λi = lim sup t→∞ 1 t log(||Y (t)pi||) i = 1, 2, · · · , n, (6.6) 96 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.3. HOW TO COMPUTE THEM? are well-defined. When the sum ∑n i=1 λi is minimised, the orthonormal basis {pi} is called normal and the λi are the so-called Lyapunov exponents. It is clear from above that the concept of Lyapunov exponents is a sort of generalisation of the (real part of ) the eigenvalues for the constant coefficient matrix A(t) ≡ A in the asymptotic stability analysis of y˙ = A(t)y, so one can expect it will play a very important role in the study of asymptotic behaviour of ODEs. That is why so many existing literatures are devoted to it. Then how to compute them? It is easy to get that for any normal basis we have n∑ i=1 λi ≥ lim sup t→∞ 1 t ∫ t 0 trace(A(s))ds = lim sup t→∞ 1 t log |detY (t)|. (6.7) If this inequality becomes an equality for some normal basis, then the lin- ear system is called regular. One can find that the Lyapunov exponents are invariant if we change Y (t) to another matrix X(t) = T (t)Y (t) with T (t), T−1(t) are uniformly bounded. Perron and Diliberto (see [30]) show that for bounded continuous A(t), there is an orthogonal Q(t) such that X(t) = QT (t)Y (t) satisfies dX(t) dt = A˜(t)X(t), (6.8) where A˜(t) is an upper triangular matrix. The reason we transform the coefficient matrix A(t) to an upper triangular matrix A˜(t) becomes clear when we look at the following theorem[73]: Theorem 6.1 If A(t) ∈ Rn×n(t) is an upper triangular matrix with all en- tries continuous and bounded, then the equation (6.1) is regular if and only if the following limits exist µi = limt→∞ 1 t ∫ t 0 Aii(s)ds, i = 1, 2, · · · , n, (6.9) and in this case, λi = µi, i = 1, 2, · · · , n. The key point in computing Lyapunov exponents is the continuous QR de- composition of Y (t), Y (t) = Q(t)R(t), (6.10) where Q(t) is orthogonal and R(t) is upper triangular with positive diagonal entries Rii, i = 1, 2, · · · , n. From the orthogonality of Q(t), we have λi = limt→∞ 1 t log ||Y (t)pi|| = limt→∞ 1 t log ||R(t)pi||. (6.11) 97 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.4. FOUR PARTICLE SYSTEMS So by Theorem 6.1, λi = limt→∞ 1 t log |Rii(t)|, 1 ≥ i ≥ n. (6.12) From this, G. Benettini et al. [11] proposed the now very popular discrete QR decomposition method in computing the Lyapunov exponents (L. Dieci et al. [31] proved the convergence of this algorithm): Discrete QR method: The point here is to QR decompose Y (t) indirectly at t0 < t1 < · · · < tj < · · · . More precisely, let Y0 ≡ Q0 = I, and for j = 0, 1, · · · , one solves Z˙j = AZj , Zj(tj) = Qj , tj ≤ t ≤ tj+1, and then QR factorise Zj(tj+1) Zj(tj+1) = Qj+1Rj+1, with Rj+1 having positive diagonal entries. Since Q0 = I and Y˙ = AY, Y (0) = I, so if we denote Yj = Y (tj),, then we have Y˙ = AY, Y (tj) = Yj and Yj+1 = Zj(tj+1)QTj Yj = Qj+1Rj+1QTj Yj = · · · = Qj+1Rj+1Rj · · ·R1Q0 = Qj+1 1∏ k=j+1 Rk. The Lyapunov exponents can thus be obtained by λi = limj→∞ 1 tj log ||(Rj)ii · · · (R1)ii|| = limj→∞ 1 tj j∑ k=1 log ||(Rk)ii||. (6.13) 6.4 Four Particle Systems In order to study the Lyapunov exponents of (6.1) by the method of Dieci et al. [31], we need to linearise the equation (6.1). The linearised equations are 98 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.4. FOUR PARTICLE SYSTEMS dY dt = JY, (6.14) where J is the matrix J = pi2 [ A B C D ] , (6.15) and A =   ∑ j 6=1 G′(q1 − qj)pj −G′(q1 − q2)p2 −G′(q1 − q3)p3 −G′(q1 − q4)p4 G′(q1 − q2)p1 ∑ j 6=2 G′(q2 − qj)pj −G′(q2 − q3)p3 −G′(q2 − q4)p4 G′(q1 − q3)p1 G′(q2 − q3)p2 ∑ j 6=3 G′(q3 − qj)pj −G′(q3 − q4)p4 G′(q1 − q4)p1 G′(q2 − q4)p2 G′(q3 − q4)p3 ∑ j 6=4 G′(q4 − qj)pj   = −DT (6.16) B =   G(0) G(q1 − q2) G(q1 − q3) G(q1 − q4) G(q1 − q2) G(0) G(q2 − q3) G(q2 − q4) G(q1 − q3) G(q2 − q3) G(0) G(q3 − q4) G(q1 − q4) G(q2 − q4) G(q3 − q4) G(0)   (6.17) C =   −p1 ∑ j 6=1 G′′(q1 − qj)pj p1p2G′′(q1 − q2) p1p3G′′(q1 − q3) p1p4G′′(q1 − q4) p1p2G′′(q1 − q2) −p2 ∑ j 6=2 G′′(q2 − qj)pj p2p3G′′(q2 − q3) p2p4G′′(q2 − q4) p1p3G′′(q1 − q3) p2p3G′′(q2 − q3) −p3 ∑ j 6=3 G′′(q3 − qj)pj p3p4G′′(q3 − q4) p1p4G′′(q1 − q4) p2p4G′′(q2 − q4) p3p4G′′(q3 − q4) −p4 ∑ j 6=4 G′′(q4 − qj)pj   (6.18) We can form the matrix J as follows: first construct the Hessian matrix H ′′ of the Hamiltonian functional H = 12 4∑ i,j=1 pipjG(qi − qj), (6.19) and then get J by J = [ O I −I O ] ×H ′′. (6.20) We try different initial momentum values at four equi-spaced points (ie, with qk(0) = kpi2 for k = 0, 1, 2, 3). The numerical results are shown in the following figures. The bottom plot is a zoom-in of the top one in each figure. 99 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.5. CONCLUSIONS T=1500 in all the simulations. There do exist some cases for which the Lyapunov exponents are convergent to zeros, but some other figures indicate that the situations seem different. The Lyapunov exponent is notorious at its convergence rate when computed, however, from these figures, the following assertion is quite certain: at most one of the Lyapunov exponents is positive as the time t→∞ ! The simulation suggests that although the four particle systems are not integrable, there should exist another conserved quantity, but we have not yet found any good candidate. 6.5 Conclusions We have considered a four particle system corresponding to the limiting mCH on S with m = (1 − ∂2x + ∂4x)u. We have used the method from [31] to compute the Lyapunov exponents of the system of four particles initially equi-distributed on the circle S. The numerical result suggests that the four particle system is very likely non-integrable and at the same time it seems to have another conserved quantity other than ∫ m and ∫ mu. A possible candidate for the third integral is ∫ u(u2 + u2x + u2xx) (because we know that∫ u(u2 + u2x) is the third integral of the CH equation), and actually I once believed I found a “proof” of that, but the numerical check disconfirmed that and then I found that the “proof” was wrong! 100 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.5. CONCLUSIONS 0 2 4 6 8 10 −15 −10 −5 0 5 10 15 Ly ap un ov ex po ne nts 1/t 0 0.005 0.01 0.015 0.02 −1 −0.8 −0.6 −0.4 −0.2 0 0.2 0.4 0.6 0.8 1 Ly ap un ov ex po ne nts 1/t Figure 6.4.1: Lyapunov exponents for p = [1, 5, 10, 4]′: one has a positive limit, six exponents go to zero as t→∞. 101 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.5. CONCLUSIONS 0 2 4 6 8 10 −15 −10 −5 0 5 10 15 Ly ap un ov ex po ne nts 1/t 0 0.005 0.01 0.015 0.02 −0.4 −0.3 −0.2 −0.1 0 0.1 0.2 0.3 0.4 Ly ap un ov ex po ne nts 1/t Figure 6.4.2: Lyapunov exponents for p = [1, 5, 1, 10]′: one has a positive limit, six exponents go to zero 102 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.5. CONCLUSIONS 0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 −10 −5 0 5 10 1/t Ly ap un ov ex po ne nts 0 0.005 0.01 0.015 0.02 −0.5 −0.4 −0.3 −0.2 −0.1 0 0.1 0.2 0.3 0.4 0.5 1/t Ly ap un ov ex po ne nts Figure 6.4.3: Lyapunov exponents for p = [2, 10, 0, 5]′: p3(0) = 0 implies p3(t) ≡ 0 giving another conserved quantity. All exponents go to 0. 103 CHAPTER 6. FOUR PARTICLE SYSTEMS 6.5. CONCLUSIONS 0 1 2 3 4 5 6 7 8 9 10 −5 −4 −3 −2 −1 0 1 2 3 4 5 Ly ap un ov ex po ne nts 1/t 0 0.002 0.004 0.006 0.008 0.01 0.012 0.014 0.016 0.018 0.02 −0.1 −0.08 −0.06 −0.04 −0.02 0 0.02 0.04 0.06 0.08 0.1 Ly ap un ov ex po ne nts 1/t Figure 6.4.4: Lyapunov exponents for p = [1, 2, 3, 4]′: lower H||p||2 means more likely to have quasiperiodic motion (ie, λ = 0). 104 Chapter 7 Higher Dimensional Case 7.1 Introduction Up to now, all we have studied is about the one dimensional generalised Eu- ler equations. But as we mentioned in section 1.5 of Chapter 1, the higher dimensional generalised Euler equations can find many applications in Com- putational Anatomy [51, 53]. So we turn to the two dimensional case. In this chapter we will study the so-called two dimensional Camassa-Holm equation, i.e., the Euler equation for G = Diff(R2) with H1(Rn) metric ∂ ∂tm + u · ∇m +∇u T ·m + m(divu) = 0. (7.1) It was derived in [52] as a higher dimensional generalization of the 1d Camassa- Holm equation, where the momentum density m(x, t) = (I −∆)u(x, t) is a function from R2 × R 7→ R2. Holm and Marsden [51] mentioned its well- posedness in Hs(R2) can be established by extending the arguments in [34], which are mainly the geometric approach, and will be given in another publi- cation (but I have not yet found any). Here we will prove the local existence of classical solutions by an analysis approach. 7.2 Local Well-posedness We will use some regularization method to establish the well-posedness. First, we will give some properties of the mollifiers. Given any radial function ρ(|x|) ∈ C∞0 (R2), ρ ≥ 0, ∫ R2 ρ = 1, 105 CHAPTER 7. HIGHER DIMENSIONAL CASE 7.2. LOCAL WELL-POSEDNESS and define the mollification (Jεv)(x) = ε−2 ∫ R2 ρ(x− yε )v(y)dy, ε > 0. Lemma 7.1 ([74]) The mollifier Jε defined above has the properties: (i) ∀ u ∈ Lp(R2), 1 < p <∞, Jεu is a C∞ function. (ii) For all v ∈ C0(R2), we have Jεv → v uniformly on any compact set Ω in R2 and |Jεv|L∞ ≤ |v|L∞. (iii) DαJεv = JεDαv, ∀ |α| ≤ m, v ∈ Hm(R2). (iv) For all u ∈ Lp(R2), v ∈ Lq(R2), 1p + 1q = 1, we have ∫ R2 (Jεu)vdx = ∫ R2 (Jεv)udx. (v) For all v ∈ Hs(R2), Jεv converges to v in Hs and the rate of the con- vergence in the Hs−1 norm is linear in ε, lim ε→0 ||Jεv − v||s = 0, ||Jεv − v||s−1 ≤ Cε||v||s. (vi) For all v ∈ Hm(R2), k ∈ Z+ ∪ {0}, and ε > 0, we have ||Jεv||m+k ≤ cmk εk ||v||m, |JεDkv|L∞ ≤ ck ε1+k ||v||0. Now we approximate the 2d CH equation (7.1) by the following smoothed equations ∂ ∂tm ε +Jε(Jεuε ·∇Jεmε) +Jε((∇Jεuε)T · Jεmε) +Jε(Jεmε(divJεuε)) = 0, (7.2) mε = (I −4)uε, (7.3) with mε(0) = m0(x) given. 106 CHAPTER 7. HIGHER DIMENSIONAL CASE 7.2. LOCAL WELL-POSEDNESS Let F (mε) = −Jε(Jεuε · ∇Jεmε)− Jε((∇Jεuε)T · Jεmε)− Jε(Jεmε(divJεuε)) ≡ F1(mε) + F2(mε) + F3(mε). (7.4) Then for any m ∈ Z+ ∪ {0}, we have ||F1(mε1)− F1(mε2)||m = ||Jε(Jεuε1 · ∇Jεmε1)−Jε(Jεuε2 · ∇Jεmε2)||m ≤ ||Jε(Jεuε1 · ∇Jε(mε1 −mε2))||m + ||Jε(Jε(uε1 − uε2) · ∇Jεmε2)||m ≡ G1 +G2, and G1 ≤ |Jεuε1|L∞||Dm+1Jε(mε1 −mε2)||0 + ||DmJεuε1||0|∇Jε(mε1 −mε2)|L∞ ≤ 1ε |Jεuε1|L∞||mε1 −mε2||m + Cε2 ||DmJεuε1||0||m1 −m2||0 ≤ Cε2 ||uε1||0||mε1 −mε2||m + Cε2 ||uε1||m||m1 −m2||0 ≤ C(||m ε 1||m) ε2 ||mε1 −mε2||m. Similarly, we have G2 ≤ C ε2 ||m ε 1 −mε2||m. (7.5) So we have ||F1(mε1)− F1(mε2)||m ≤ C ε2 ||m ε 1 −mε2||m, (7.6) where C depends on ||mε1||m and ||mε2||m. Analogously, we have ||Fi(mε1)− Fi(mε2)||m ≤ C ε2 ||m ε 1 −mε2||m, i = 2, 3. (7.7) So, if we define an open subset O of Hm(R2) by O ≡ {m ∈ Hm(R2) : ||m||m < M } for some fix M > 0, then from the Picard Theorem, there 107 CHAPTER 7. HIGHER DIMENSIONAL CASE 7.2. LOCAL WELL-POSEDNESS exists a T = Tε > 0 depending only on M and ε such that the smoothed equations (7.2) admit a unique solution in C1((−T, T );O), ie a unique solu- tion in C1((−T, T );Hm(R2)). We take the derivative Dα, |α| ≤ m, m ≥ 2 of the equation (7.2) and then inner product with Dαmε, use the fact 〈Jεuε · ∇DαJεmε, DαJεmε〉0 = − 1 2〈divJεu εDαJεmε, DαJεmε〉0, (7.8) we have (omitting the superscript ε and Jε) 1 2 d dt ||D αm||2L2 = − 〈 Dα(u∇m) +Dα(∇uT ·m) +Dα(mdivu), Dαm 〉 0 , (7.9) We estimate the right side terms one by one. 〈Dα(u∇m), Dαm〉0 = 〈∇mDαu + u∇Dαm + other terms Q,Dαm〉0 , where Q is some intermediate terms between ∇mDαu and u∇Dαm. We can estimate 〈∇mDαu, Dαm〉0 ≤ |Dαu|L∞||m||2m, (7.10) and from (7.8) we have |〈u∇Dαm, Dαm〉0| ≤ |divu|L∞||m||2m. (7.11) Similarly we can estimate 〈Q,Dαm〉. The point here is that we need to cancel the terms involving the m+ 1-th order derivative of m. If there is no such higher order terms, then the estimate is straightforward. That is the estimate for the first term in (7.9). We can obtain the similar estimates for the other two terms in (7.9). Summing the resulting inequalities, we have d dt ||m||2m ≤ C(m) ∑ |α|≤m 〈Dαu∇m +Dα∇u ·m+ ∇uDαm +Dαmdivu + mdivDαu, Dαm〉0 (7.12) d dt ||m|| 2 m ≤ C(m)(|∇u|L∞||m||2m + |Dmu|L∞||m||2m + |m|L∞||u||m+1||m||m). (7.13) So Sobolev embedding theorems give us d dt ||m||m ≤ C||m|| 2 m (7.14) 108 CHAPTER 7. HIGHER DIMENSIONAL CASE 7.2. LOCAL WELL-POSEDNESS and integrating yields ||m(·, t)||m ≤ ||m0||m 1− Ct||m0||m , (7.15) which means that for 0 < t < T ∗ = 1C||m0||m , ||m ε(·, t)||m has an upper bound independent of ε. For any ε > 0, the equation (7.2) has a unique solution on [0, Tε), and by the Continuation of an Autonomous ODE on a Banach Space ([74], page 103) we can extend the existence time interval to [0, T˜ε) such that T˜ε = ∞ or lim t→T˜ε ||mε(·, t)||m =∞. On the other hand, from the inequality (7.15), we find that for 0 < t < T ∗, ||mε(·, t)||m has an upper bound independent of ε. So we have [0, T ∗) ⊂ ⋂ ε>0 [0, T˜ε). (7.16) Proposition 7.2 If {mε(x, t)} is a bounded set in Hm(R2) for all t ∈ [0, T ] and some m ≥ 2, then there exist a constant C = C(||m0||m, T ) and a constant 0 < δ < 1 such that for all ε, ε′ > 0, we have sup 0≤t 0 and for all 0 < t < T, then the above inequalities yield d dt ||m ε −mε′ ||0 ≤ C(max(ε, ε′) + max(ε, ε′)1−δ + ||mε −mε ′ ||0), (7.19) and Gronwall inequality tells us sup 0≤t≤T ||mε −mε′||0 ≤ C max(ε, ε′)1−δ (7.20) because mε have the same initial value. We have just proved that the existence of an m such that sup 0≤t≤T ||mε −m||0 ≤ Cε1−δ. (7.21) Moreover, from the Interpolation of Sobolev Spaces: ||v||s′ ≤ Cs||v||1−s ′/s 0 ||v||s ′/s s , for 0 < s′ < s, 110 CHAPTER 7. HIGHER DIMENSIONAL CASE 7.2. LOCAL WELL-POSEDNESS we have for 0 < r < m sup 0≤t≤T ||mε −m||r ≤ C(||m0||, T )ε(1−δ)(1−r/m) (7.22) Hence we have the strong convergence in C([0, T ];Hr(R2)). If 0 < 2 < r < m, this implies strong convergence in C([0, T ];C1(R2)). In the equation (7.2), the last three terms of (7.2) converge in C(0, T ;C(R2)), so does the first term of it, ie, mεt , which means that,if m0 ∈ Hm(R2) with m > 2, then the equation (7.1) has a unique classical solution for 0 < t < T. 111 Chapter 8 Future Work ´ûûÙ?ñ§Æòþe ¦¢" ——¯§5lÖ6§úc290c" The way ahead is long; I see no ending, yet high and low, I’ll search with my will unbending. —Qu Yuan, Li Sao, ∼ 290 BC. 8.1 Stability of the Asymptotic Solutions Our numerical simulation shows that the solution of the equation mt + umx + 2uxm = 0, (8.1) where (1− ∂2x)ku = m, k = 2, with the Gaussian initial values, tends to the asymptotic solution f(a, η) = C(a)e −2a[arctan(a(η−1))+pi2 ] ((η − 1)2 + a−2)2 , (8.2) with some constant C(a), and lim a→+∞ f(a, η) = f˜ =    4(η − 1)−4e 2η−1 if η − 1 < 0, 0, if η − 1 > 0. (8.3) But we have not yet found the rigorous explanation of this phenomena. In Chapter 5, we tried to use the characteristics method to understand how this weak blowup forms, but have not solved this completely. 112 CHAPTER 8. FUTURE WORK 8.1. STABILITY OF THE ASYMPTOTIC SOLUTIONS There are lots of literature devoted to the stability of steady solutions of some evolutionary equations. For example, the blowup rate and profile for the nonlinear heat equation ut = 4u+ up in RN with some restrictions on p, has been determined by Giga and Kohn [43] and Fermanian-Kammerer et al. [38]. However, the existence of Lyapunov functions plays a fundamental role in their stability study of the blowup profile. Another approach is the so-called Evans function method introduced by J. Evans [36], whose application in stability of travelling wave solutions of the dissipative systems is summarised by T. Kapitula [60]. The Evans function method also finds some successful applications to Hamiltonian PDEs. R. Pego and M. Weinstein [94] used the Evans function to discuss the instability of solitary waves. There are many other approaches as well to the stability problem for the Hamiltonian PDEs. For example, Grillakis et al. [48] established some sharp conditions for the stability and instability of solitary waves of some Hamiltonian PDEs. A. Constantin and W. Strauss [26], J. Lenells [69] exploited the first three conserved quantities to establish the stability of peakons for Camassa-Holm equations on the whole R1 and periodic case respectively. Another important contribution to the stability of the blowup profile is made by Y. Martel and F. Merle [80]– [83], where they introduced some new tools to study the stability of the blowup profile of the generalised KdV equation ut + (uxx + up)x = 0, (t, x) ∈ R+ ×R. But all the approaches above cannot directly apply to our case. The equation (8.1) is indeed a Hamiltonian PDE, but the functions in (8.2) and (8.3) do not correspond to the travelling wave solutions of (8.1), ie, tf(t(x− ct)) is not a solution of (8.1), it is only an asymptotic solution! If we consider the asymptotic slow time PDE (5.11): fτ + (ξf)ξ + Ufξ + 2Uξf = 0, (8.4) here U = G′′(0)2 (ξ2f0−2ξf1 +f2). Then these f ’s are steady solutions of (8.4), but now the PDE (8.4) is no longer a Hamiltonian PDE, and the fact that the coefficients in (8.4) depend on the integrals of f makes things even more difficult. 113 CHAPTER 8. FUTURE WORK 8.2. POSITIVITY OF SOLUTIONS 8.2 Positivity of Solutions For the periodic Camassa-Holm equation, it is well-known that the positivity of the initial momentum implies the global well-posedness and the positivity of the momentum for any time t > 0. The proof depends on the complete integrability [25] [65]. Our numerical simulation supports that the equation (8.1) has this property as well, which is consistent with the geometric ob- servation that the generalised Euler equation preserves the co-adjoint orbits, whereas we do not know whether it is an integrable system or not. This means that the preservation of the positivity of momentum may not relate to the complete integrability. 8.3 Higher Dimensional Case In Chapter 7 we discussed the local well-posedness of the Camassa-Holm equation, but we do not know anything about the global well-posedness and other properties. For the torus T2 case, we conjecture that if all components of the initial momentum have no simultaneous zero point (ie, the momentum vector is never zero), then the solution should exist globally. But we have no idea how to prove this. Another question is to study the dynamics of the higher-dimensional gen- eralised Euler equations and how they depend on the choice of the metric. 114 Appendix A Properties of the Green’s Function Lemma A.1 Let G(x) = 1 + 2 ∞∑ n=1 1 1 + n2 + n4 cos(nx) x ∈ S = [0, 2pi], then ∂3xG(x) ∈ L∞(S). Proof We know from Abel-Dirichlet criterion [107] that (or see http://en.wikibooks.org/wiki/Real Analysis/Series) ∞∑ n=1 n3 1 + n2 + n4 sin(nx) converges for any x ∈ S, and uniformly converges in any [α, β] ⊂ (0, 2pi) if 0 < α < β < 2pi. That means the Fourier series 2 ∞∑ n=1 n3 1 + n2 + n4 sin(nx) converges to ∂3xG : ∂3xG(x) = 2 ∞∑ n=1 n3 1 + n2 + n4 sin(nx). (A.1) On the other hand, we know ∞∑ n=1 sin(nx) n = pi 2 (1− x pi ) for 0 < x < 2pi, (A.2) 115 APPENDIX A. PROPERTIES OF THE GREEN’S FUNCTION and if we denote g(x) for this function, then |g(x)− ∂3xG(x)| = ∣∣∣∣∣ ∞∑ n=1 ( 1 n − n3 1 + n2 + n4 ) sin(nx) ∣∣∣∣∣ (A.3) which converges uniformly to a bounded function on S. So we have ∂3xG ∈ L∞(S). Now we are going to discuss some properties of the Green’s function of the operator Λ44 acting on H∞(R1), that is, Λ44G(x) = (I − ∂2x)2G(x) = δ on R1. (A.4) The Green’s function G(x) can be expressed (up to a multiplicative constant) via Fourier transform G(x) = ∫ R1 1 1 + 2|ξ|2 + |ξ|4 exp(ixξ)dξ = ∫ R1 1 1 + 2|ξ|2 + |ξ|4 cos(xξ)dξ. (A.5) Clearly, G(x) is uniformly continuous on R1 and G ∈ C2+ε(R1) for any 0 ≤ ε < 1. Lemma A.2 Let G(x) be the Green’s function as above, then ||∂3xG||L∞(R1) <∞. (A.6) Proof The idea is similar to that in the proof of Lemma A.1. G(x) = ∫ R1 1 1 + 2|ξ|2 + |ξ|4 cos(xξ)dξ, (A.7) Abel-Dirichlet criterion for the improper integral tells us that ∫ R1 ξ3 1 + 2|ξ|2 + |ξ|4 sin(xξ)dξ converges on R1 and uniformly converges on any bounded interval away from x = 0, which means ∂3xG(x) = − ∫ R1 ξ3 1 + 2|ξ|2 + |ξ|4 sin(xξ)dξ. (A.8) 116 APPENDIX A. PROPERTIES OF THE GREEN’S FUNCTION Now let us introduce a bounded function g(x) =    ex, x < 0 −e−x, x > 0 (A.9) then it is easy to find the Fourier transform of g is 2i ξ1+|ξ|2 , which means g(x) = ∫ R1 2i ξ1 + ξ2 exp ixξdξ = −2 ∫ R1 ξ 1 + ξ2 sin xξdξ. (A.10) On the other hand, ∣∣∣∣∂3xG(x)− 1 2g(x) ∣∣∣∣ = ∣∣∣∣ ∫ R1 ( ξ 1 + ξ2 − ξ3 1 + 2|ξ|2 + |ξ|4 ) sin xξdξ ∣∣∣∣ (A.11) is clearly convergent to a C1 function on R1 and so is bounded on any bounded interval. Moreover, the Riemann-Lebesgue Lemma tells us that lim |x|→∞ ∣∣∣∣∂3xG(x)− 1 2g(x) ∣∣∣∣ = 0, (A.12) so |∂3xG|L∞(R1) <∞. Lemma A.3 The Green’s function of Λ = (1− ∂2x)2 on R1 is G(x) = 14(|x|e −|x| + e−|x|), (A.13) so it is positive on R1. Proof We use the method of undetermined coefficients to solve the equation (1− ∂2x)2G(x) = δ. First, find the eigenvalues of this operator, λ = ±1 (double eigenvalues), so the solutions have the form of h(x) = aex + bxex + ce−x + dxe−x. Then we impose the requirements h(0+) = h(0−); h′(0+) = 0 = h′(0−); h′′(0+) = h′′(0−); h′′′(0−) = −12 = −h′′′(0+) 117 APPENDIX A. PROPERTIES OF THE GREEN’S FUNCTION to find that the solution is G(x) = 14e−|x|(1 + |x|). The arguments here apply to the Green’s function of the general initial operator and we have Lemma A.4 Let G(x) be the Green’s function of the operator Λ2k2k = (1−∂2x)k with k ≥ 1, then G(x) ≥ 0 and |∂2k−1x G|L∞ <∞. (A.14) Proof The idea is same as before and we can find the Green function in this case is G(x) = 12ke −|x|(1 + |x|+ · · ·+ |x|k−1). 118 Appendix B Multi-symplectic Formulation In this appendix, we will establish a multi-symplectic formulation for the mCH equation via the multi-symplectic geometry. [45] provides the details of the foundation of multi-symplectic geometry. B.1 Multi-symplectic Geometry We recall some aspects of the so-called multi-symplectic geometry. Let X be an orientable n + 1 dimensional manifold (which in our case is S × R1) and let piXY be a fiber bundle over X, which we call the covariant configuration bundle. The space of sections of piXY will be denoted by C∞(piXY ) (which in our case is the space of smooth functions on S × R1.) Definition B.1 The first jet bundle J1(Y ) of Y is the affine bundle over Y whose fiber over y ∈ Yx consists of those linear mappings γ : TxX 7→ TyY satisfying TpiXY ◦ γ = identity on TxX. (B.1) The map γ corresponds to Txφ for a local section φ because we can easily find that piXY (φ(x)) = x ∀x ∈ X =⇒ TpiXY ◦ Txφ(x)(v) = v ∀v ∈ TxX. (B.2) If X has local coordinates xν , ν = 1, 2, · · · , n, adapted coordinates on Y are yA, A = 1, 2, · · · , N, along the fiber Yx. Then Coordinates (xν , yA) induce coordinates yAν on the fibers of J1(Y ). The map x 7→ Txφ defines a section of J1(Y ) regarded as a bundle over X, and we denote this section by j1(φ) and call it the first jet of φ or the first prolongation of φ. In coordinates, j1(φ) is given by xν 7→ (xν , φA(xν), ∂µφA(xν)), 119 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY where ∂µ = ∂∂xµ . A section of the bundle J1(Y ) 7→ X which is the first jet of a section of piXY is said to be holonomic. We can define the higher order jet bundles by induction: J2(Y ) ≡ J1(J1(Y )), Jk(Y ) ≡ J1(Jk−1(Y )) for any integer k ≥ 2. Introduce the k-th jet prolongation jk(φ) ≡ j1(jk−1(φ)) of a section φ : X 7→ Y. In coordinates, j2(φ) is given by xν 7→ (xν , φA(xν), ∂µφA(xν), ∂ν1∂ν2φA(xν)). A section ρ of Jk(Y ) 7→ X is said to be k-holonomic if ρ = jk(piY,Jk(Y ) ◦ ρ). If, for example, X = S × R1, Y = X × R1, φ ∈ C∞(piXY ) means that φ = φ(x, t) is a smooth function, and j1(φ) means a map (x, t) 7→ (x, t, φ(x, t), φx(x, t), φt(x, t)), (B.3) and j2(φ) means a map (x, t) 7→ (x, t, φ(x, t), φx(x, t), φt(x, t), φxx(x, t), φxt(x, t), φtx(x, t), φtt(x, t)). (B.4) We use jk(φ) for these maps and their values jk(φ)(x, t) if no confusions occur. Define the set C∞ ≡ { φ : X 7→ Y ∣∣ ∀x ∈ X, there is a smooth open manifold U ⊂ X with smooth closed boundary, such that piXY ◦ φ|U : U 7→ X is an embedding} . For each φ ∈ C∞ set φX ≡ piXY ◦φ and UX ≡ φX(U) so that φX : U 7→ UX is a diffeomorphism. Let C be the closure of C∞ in some Hilbert norm. Denote Ck ≡ {jk(φ ◦ φ−1X )| φ ∈ C}. The tangent space to the manifold C at a point φ ∈ C is { V ∈ C∞(X, TY )| locally piY,TY ◦ V = φ and VX ≡ TpiXY ◦ V ◦ φ−1X is a vector field on UX} , which means that it consists of vector fields V such that the diagram in the Figure B.1.1 commutes. We introduce G ≡ {ηY : Y 7→ Y | ηY covers a diffeomorphism ηX : X 7→ X, ηY is a piXY bundle automorphism} . 120 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY Y TY TX U(⊂X) UX piY,TY TpiXY φ V VX (φX)−1 Figure B.1.1: The tangent vector V ∈ TφC TY TX X X Y X Y TpiXY V VX piY,TY φ piXY piXY ηY ηX φX Figure B.1.2: Various spaces and mappings 121 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY We can summarise the various sets and mappings in the Figure B.1.2. We need introduce the vertical sub-bundle V Y of Y : it is defined as a sub-bundle whose fiber over y ∈ Yx ≡ pi−1XY (x) is VyY ≡ {v ∈ TyY : TpiXY · v = 0}. (B.5) For γ ∈ J1y (Y ), we have the splitting TyY = image of γ ⊕ VyY. (B.6) We will have some intuitive ideas about these concepts through the fol- lowing example: Example B.2 If X = R1, Y = X × R1 = R2, then a smooth section f of Y 7→ X means a smooth function f : R1 7→ R1. In other words, we have a smooth mapping f : x ∈ X = R1 7→ (x, f(x)) ∈ Y = R2 whose composition with piXY is fX = piXY ◦f =identity on R1. If denote Γ the graph of f : Γ = {(x, y) : y = f(x), x ∈ R1}, and that V = (V1, V2) ∈ TpR2 for some p = (x, f(x)) ∈ Γ, then the first prolongation γ = j1(f) of f is a mapping j1(f) : (x, V1) ∈ TxR1 7→ (x, f(x), V1, f ′(x)V1) ∈ TpR2, or in other words, γ · V1 = (V1, f ′(x)V2) = V1 ∂ ∂x + f ′(x)V1 ∂ ∂y ∈ TpR 2. So V v = V − γ · V1 = (V2 − f ′(x)V1) ∂ ∂y ∈ TpR 2 is a vector in the vertical sub-bundle of Y. If we consider a mapping φ ∈ C instead of the section f above, then locally, we have φ : x 7→ (φX(x), f(x)) ∈ R2 with a diffeomorphism φX and a smooth function f , which means we have a smooth section f(φ−1X (x)) of Y 7→ UX . In other words, φ ◦ (φX)−1 : x 7→ (x, f ◦φ−1X (x)) is a smooth section of Y 7→ UX , and we have the similar results for this section φ ◦ (φX)−1. 122 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY V=(V1,V2) V v V h y=f(x) Figure B.1.3: The vertical part V v of a vector V Without loss of generality, from now on, we take an open bounded domain U ⊂ X and consider UX = φX(U) only. Definition B.3 The action functional S : C 7→ R is given by S(φ) = ∫ UX L(jk(φ ◦ φ−1X )), φ ∈ C (B.7) for some Lagrangian density L : Jk(Y ) 7→ Λn+1(X), and φ ∈ C is called an extremum of S if d dλ ∣∣∣∣ λ=0 S(ηλY ◦ φ) = 0 for all smooth paths λ 7→ ηλY in G, where ηλY covers a diffeomorphism ηλX and η0Y = idY . For any φλ ∈ C such that φ0 = φ, and dφλdλ |λ=0 = V, there is ηλY : Y 7→ Y such that φλ = ηλY ◦ φ. We can see that ηλY ◦ (φ ◦ φ−1X ) ◦ (ηλX)−1 is a section of Y 7→ X, and it maps UλX ≡ ηλX ◦ φX(U) to φλ(U). We are going to introduce the prolongations of automorphisms ηY of Y and of elements V ∈ TφC. Definition B.4 The first prolongation j1(ηY ) : J1(Y ) 7→ J1(Y ) of an automorphism ηY of Y 7→ X is defined by (as shown in Figure B.1.4 ): j1(ηY )(γ) = TηY ◦ γ ◦ Tη−1X . 123 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY Y Y TY TY X X TX TX ηY ηX piXY piXY γ j1(ηY )(γ) TηY TηX Figure B.1.4: The prolongation of ηY For a vector V ∈ TφC, let ηλY be the flow of a vector field v on Y with v ◦ φ = V. Then the first prolongation j1(V ) of V is a vector field on J1(Y ) defined by j1(V ) = ddλ ∣∣∣∣ λ=0 j1(ηλY ). We can define the k-th prolongations of an automorphism ηY and a vector V ∈ TφC for all k ≥ 1 by induction. Definition B.5 The variational derivative of f : Jk(Y ) 7→ R is the function on J2k(Y ) defined by δf δyA ≡ k∑ s=0 (−1)sDµ1Dµ2 · · ·Dµs ( ∂f ∂yAµ1···µs ) , (B.8) where Dµ(f) ≡ ∂f∂xµ + ∂f ∂yA yAµ + · · ·+ ∂f ∂yAµ1···µk yAµ1···µkµ. Definition B.6 The first dual jet bundle J1(Y )∗ is the vector bundle over Y whose fiber at y ∈ Yx is the set of affine maps from J1(Y )y to Λn+1(X)x, the bundle of n+ 1-forms on X. A smooth section of J1(Y )∗ is therefore an affine bundle map of J1(Y ) to Λn+1(X) covering piXY . Fiber coordinates on J1(Y )∗ are (p, pνA), which correspond to the affine map given in coordinates by vAν 7→ (p+ vAν pνA)dn+1x, (B.9) where dn+1x = dx1 ∧ dx2 · · · ∧ dxn ∧ dx0. 124 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY Analogous to the canonical one- and two-forms on a cotangent bundle, there exist canonical (n+ 1)- and (n+ 2)-forms on the jet bundle J1(Y )∗. In coordinates, with dnxν ≡ ∂ν a dn+1x standing for the interior product of ∂∂xν and dn+1x, these forms are given by θ = pνAdyA∧dnxν +pdn+1x, Ω = −dyA∧dpνA∧dnxν + dp∧dn+1x. (B.10) Similarly, we can define the k-th dual jet bundle Jk(Y )∗ and the canon- ical one- and two-forms on it. A Lagrangian density L : Jk(Y ) 7→ Λn+1(X) is a fiber preserving map: L(jk(φ)) = L(jk(φ))dx1 ∧ dx2 · · · ∧ dxn ∧ dx0. (B.11) For k-th order Lagrangian field theory, the fundamental geometric structure is the Cartan form θL, which is defined as the pullback of the canonical n+ 1-form θ on Jk(Y )∗ by (FL)∗: θL ≡ (FL)∗θ, (B.12) where the fiber derivative FL : Jk(Y ) 7→ Jk(Y )∗, expressed intrinsically as the first order vertical Taylor approximation to L, is defined by FL(γ) · γ′ = L(γ) + ddε ∣∣∣∣ ε=0 L(γ + ε(γ′ − γ)), (B.13) where γ, γ′ ∈ Jk(Y ). Now denote ω = dn+1x, ων = ∂∂xν a ω. Theorem B.7 Given a smooth Lagrangian density L : Jk(Y ) 7→ Λn+1(X), there exist a unique Ψ ∈ Λn+2(J2k(Y )) given by Ψ = δLδyAdy A ∧ ω, a unique map DELL ∈ C∞(C2k, T ∗C ⊗ Λn+1(X)) given by DELL(φ) · V = j2k(φ ◦ φ−1X )∗ ( δL δyA iV (dy A ∧ ω) ) , (B.14) and a unique n+ 1 form θL ∈ Λn+1(J2k−1(Y )) given by θL = k∑ s=0 pµ1µ2···µsA dyAµ1···µs−1 ∧ ωµs = pω + pµAdyA ∧ ωµ + p µ1µ2 A dyAµ1 ∧ ωµ2 + · · ·+ p µ1µ2···µk A dyAµ1···µk−1 ∧ ωµk (B.15) 125 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY such that for any V ∈ TφC and any open subset UX of X with UX ⋂ ∂X = ∅, we have dSφ · V = ∫ UX DELL(φ) · V + ∫ ∂UX j2k−1(φ ◦ φ−1X )∗[j2k−1(V ) a θL], (B.16) where iV or V a denotes the interior product with V , and p = L− ∂L∂yAµ1 yAµ1 +Dµ2 ( ∂L ∂yAµ1µ2 ) yAµ1 −Dµ2Dµ3 ( ∂L ∂yAµ1µ2µ3 ) yAµ1 + · · · +(−1)kDµ2 · · ·Dµk ( ∂L ∂yAµ1···µk ) yAµ1 − ∂L∂yµ1µ2 yAµ1µ2 +Dµ3 ( ∂L ∂yAµ1µ2µ3 ) yAµ1µ2 + · · · +(−1)k−1Dµ3 · · ·Dµk ( ∂L ∂yAµ1···µk ) yAµ1µ2 + · · · − ∂L ∂yAµ1···µk yAµ1···µk , pµA = ∂L ∂yAµ −Dµ2 ( ∂L ∂yAµµ2 ) +Dµ1Dµ2 ( ∂L ∂yAµµ1µ2 ) + · · · +(−1)k−1Dµ2 · · ·Dµk ( ∂L ∂yAµµ2···µk ) pµ1µ2A = ∂L ∂yAµ1µ2 −Dµ3 ( ∂L ∂yAµ1µ2µ3 ) +Dµ3Dµ4 ( ∂L ∂yAµ1µ2µ3µ4 ) + · · · +(−1)kDµ3 · · ·Dµk ( ∂L ∂yAµ1µ2···µk ) , · · · · · · pµ1µ2···µkA = ∂L ∂yAµ1µ2···µk . Moreover, the θL agrees with the n+ 1 form introduced by (B.12), and ΩL = dθL is the multi-symplectic form on J2k−1(Y ). Furthermore, DELL(φ) · V = j2k−1(φ ◦ φ−1X )∗[j2k−1(V ) a ΩL] in UX and the variational principle (B.14) gives, on the interior of the domain, the Euler-Lagrange equation ∂L(jk(φ ◦ φ−1X )) ∂yA − ∂ ∂xµ1 (∂L(jk(φ ◦ φ−1X )) ∂yAµ1 ) + · · ·+ · · ·+ (−1)k ∂ k ∂xµ1 · · ·∂xµk ( ∂L(jk(φ ◦ φ−1X )) ∂yAµ1···∂µk ) = 0. (B.17) 126 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY Proof J. Marsden et al [76] and S. Kouranbaeva et al [66] have proved the result for k = 1 and k = 2 respectively, and their ideas work for the general k ≥ 1 case although the calculation is quite involved. Here we omit the details but only mention the main ideas as follows: For any φλ ∈ C such that φ0 = φ, and dφλdλ |λ=0 = V, there is ηλY : Y 7→ Y such that φλ = ηλY ◦ φ. We can see that ηλY ◦ (φ ◦ φ−1X ) ◦ (ηλX)−1 is a section of Y 7→ X, and it maps UλX ≡ ηλX ◦ φX(U) to φλ(U) and piXY ◦ φλ ◦ φ−1X = ηλX , VX = dηλX dλ |λ=0. So we have dSφ · V = d dλ ∣∣∣∣ λ=0 ∫ UλX L(jk(φλ ◦ (φλX)−1)) = ∫ UX d dλ ∣∣∣∣ λ=0 L(jk(φλ ◦ (φλX)−1))+ ∫ UX d dλ ∣∣∣∣ λ=0 (ηλX)∗L(jk(φ ◦ (φX)−1)) , I + II. (B.18) Then use the Cartan’s formula to evaluate the second part II = ∫ UX d dλ ∣∣∣∣ λ=0 (ηλX)∗L(jk(φ ◦ (φX)−1)) = ∫ UX £VXL(jk(φ ◦ (φX)−1)) = ∫ UX £VX (Lω) = ∫ UX d ıVX (Lω) + ıVXd(Lω) = ∫ ∂UX L ıVXω = ∫ ∂UX LV µωµ. The first part I = ∫ UX d dλ ∣∣∣∣ λ=0 L(jk(φλ ◦ (φλX)−1)) = ∫ UX [ ∂L ∂yA (j k(φ ◦ φ−1X ))(V v)A + ∂L ∂yAµ1 (jk(φ ◦ φ−1X ))(V v)Aµ1+ · · ·+ ∂L∂yAµ1···µk (jk(φ ◦ φ−1X ))(V v)Aµ1···µk ] ω, 127 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.1. MULTI-SYMPLECTIC GEOMETRY here we have used that ddλφλ ∣∣ λ=0 = V, φ λ X = piXY ◦ φλ = piXY ◦ (ηλY ◦ φ) = ηλX ◦ φX , so (φλX)−1 = φ−1X ◦ (ηλX)−1 and so d dλ ∣∣∣∣ λ=0 φλ ◦ (φλX)−1 = d dλ ∣∣∣∣ λ=0 φλ ◦ (φX)−1 + Tφ · d dλ ∣∣∣∣ λ=0 (φλX)−1 = V ◦ φ−1X + T (φ ◦ φ−1X )(−VX) = V ◦ φ−1X − T (φ ◦ φ−1X )VX = V v. Then use integration by parts to directly check that (B.18) gives the interior integral and boundary integral parts in the Theorem. We can summarise the analogy between the classical mechanics and field theory in the following table: Analogy between classical mechanics and field theory Classical Mechanics k-th Field Theory Configuration Space Q the fiber bundle Y 7→ X Phase Space TQ k-th jet bundle Jk(Y ) 1-form / (n+ 1)-form θL = (FL)∗θ θL = (FL)∗θ for a covariant for an L : TQ 7→ R L : Jk(Y ) 7→ Λn+1(X). 2-form /(n+ 2)-form symplecity: ωL = dθL multi-symplecity: ΩL = dθL We call the critical points of the action functional S the solutions of the Euler-Lagrange equation, and introduce the notations: Definition B.8 P ≡ {φ ∈ C| j2k−1(φ◦φ−1X )∗ ıWΩL = 0 for all vector fields W on J2k−1(Y )} (B.19) denotes the solution space of the Euler-Lagrange equation. For any φ ∈ P, let F ≡ { V ∈ TφC| j2k−1(φ ◦ φ−1X )∗£j2k−1(V )[W a ΩL] = 0 for all vector fields W on J2k−1(Y ) } (B.20) 128 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.2. FORMULATION FOR MCH be the set of the solutions of the first variation equations of the Euler-Lagrange equations, where £V stands for the Lie derivative along V. Then we have the following result whose proof is similar to that in [66]. Theorem B.9 (Multi-symplectic form formula) If φ ∈ P, then for all V and W in F , we have ∫ ∂UX j2k−1(φ ◦ φ−1X )∗[j2k−1(V ) a j2k−1(W ) a ΩL] = 0. (B.21) B.2 Formulation for mCH We adopt the Lagrangian approach to mCH which leads naturally to the multi-symplectic formulation. For the modified Camassa-Holm equation with H2 metric: mt + 2uym+ umy = 0 for y ∈ S, m = Λ44u. (B.22) This equation is the generalised Euler equation for the reduced Lagrangian: l(u) ≡ 12 ∫ (u2 + u2y + u2yy)dy. (B.23) On the other hand, we can express it in the Lagrangian variable η(t, x) which is the solution of    ∂ ∂tη(t, x) = u(t, η(t, x)), η(0, x) = x. (B.24) Now let X = S×R, Y = X×R = S×R×R with coordinates (x1, x0) = (x, t) for X and (x1, x0, y) = (x, t, y) for Y . A smooth section φ of Y 7→ X is a mapping (x, t) 7→ (x, t, η(t, x)), where η(t, x) is the solution of (B.24). The material or Lagrangian velocity ∂∂tη(t, x) is an element of Tφ(t,x)Y = T(t,x,y)Y, where y = η(t, x). With (B.24) and uy = ηtx/ηx, uyy = ηtxxηx−ηtxηxxη3x the Lagrangian repre-sentation for the action may be expressed as S(φ) = 12 ∫ S×[0,T ] (ηxη2t + η2tx/ηx + (ηxηtxx − ηtxηxx)2/η5x)dxdt. (B.25) 129 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.2. FORMULATION FOR MCH The third jet bundle J3(Y ) is a 17 dimensional manifold and three-holonomic sections of J3(Y ) 7→ X have local coordinates j3(φ) = (t, x, η, ηt, ηx, ηtt, ηtx, ηxt, ηxx, ηttt, ηttx, ηtxx, ηtxt, ηxtt, ηxtx, ηxxt, ηxxx), (B.26) where for smooth section, ηtx = ηxt, ηtxx = ηxtx = ηxxt, · · · . The Lagrangian density along the third jet of a section φ can be given by L(j3(φ)) = 12 ( ηxη2t + η2tx ηx + (ηxηtxx − ηtxηxx) 2 η5x ) dx ∧ dt. (B.27) Because the Lagrangian density depends only on ηt, ηx, ηtx, ηxx, ηtxx, so the Cartan form θL = (FL)∗θ can be found by direct calculation or from Theorem B.7 (from now on we change the notion η to y): θL = T1dx ∧ dt+ T2 + T3 + T4 (B.28) where T1 = L− ∂L ∂yt yt − ∂L ∂yx yx +Dx ( ∂L ∂ytx ) yt +Dx ( ∂L ∂yxx ) yx − ∂L∂ytx ytx − ∂L ∂yxx yxx −Dxx ( ∂L ∂ytxx ) yt +Dx ( ∂L ∂ytxx ) ytx − ∂L ∂ytxx ytxx. T2 = p1dy ∧ dt− p0dy ∧ dx, T3 = p01dyt ∧ dt + p11dyx ∧ dt, T4 = p011dytx ∧ dt, and p0 = pt = ∂L∂yt −Dx ( ∂L ∂ytx ) +Dxx ( ∂L ∂ytxx ) , p1 = px = ∂L∂yx −Dx ( ∂L ∂yxx ) , p01 = ptx = ∂L∂ytx −Dx ( ∂L ∂ytxx ) , p11 = pxx = ∂L∂yxx , p011 = ptxx = ∂L∂ytxx , p10 = p00 = p000 = p110 = p010 = p001 = p100 = p111 = p101 = 0. 130 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.2. FORMULATION FOR MCH We can think p0, p1 as the temporal and spatial conjugate momentum of the field component y, and p01, p11 as the temporal and spatial conjugate momentum of the field component yx... The corresponding 3-form ΩL = dθL is ΩL = dT1 ∧ dx ∧ dt + dp1 ∧ dy ∧ dt− dp0 ∧ dy ∧ dx+ dp01 ∧ dyt ∧ dt+ dp11 ∧ dyx ∧ dt+ dp011 ∧ dytx ∧ dt (B.29) and if we introduce a transform FL : (y, yx, yt, yxx, yxt, ytx, ytt, yxxx, · · · ) 7→ (y, yx, yt, ytx, p1, p0, p01, p11, p011) from the space of the vertical sections of J5(Y ) 7→ X into the phase space M = R9 modeled over X = R2, then we have the following Proposition B.10 For any piXY vertical vectors V,W in F defined in the formula (B.20), we have ∂ ∂xω 1(TFL · j5(V ), TFL · j5(W )) + ∂∂tω 0(TFL · j5(V ), TFL · j5(W )) = 0. (B.30) Moreover, the mCH equation (B.22) is equivalent to the Hamiltonian system of equations on the multi-symplectic structure B1Zx +B0Zt = ∇H, (B.31) with the Hamiltonian defined by H = L− pxyx − ptyt − p01ytx − p11yxx − p011ytxx, (B.32) where ωi, Bi are defined as follows: ωi(u, v) = vTBiu for any u, v ∈ R9, i = 0, 1 and B0 =   0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 −1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0   , 131 APPENDIX B. MULTI-SYMPLECTIC FORMULATION B.2. FORMULATION FOR MCH B1 =   0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 −1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 −1 0 0 0 0 0 0 0 −1 0 0 0 0 0 0 0 0 0 0 −1 0 0 0 0 0   . Proof The idea is the same as that in the [66]. The only difference consists of the calculations: for any piXY vertical vectors V,W in F defined in the formula (B.20), we have j5(W ) a j5(V ) a ΩL = ( V p1W y −W p1V y + V p01W yt −W p01V yt ) dt + ( V p011W ytx −W p011V ytx + V p11W yx −W p11V yx ) dt − ( V p0W y −W p0V y ) dx. (B.33) Then the fact that the multi-symplectic formula in Theorem (B.9) holds for arbitrary ∂Ux and Stokes theorem imply ∂ ∂xω 1(Zt, Zx) + ∂ ∂tω 0(Zt, Zx) = 0 (B.34) where ωi and Bi are defined in the Proposition. 132 Bibliography [1] Ralph Abraham and Jerrold E. Marsden. Foundations of mechanics. Benjamin/Cummings Publishing Co. Inc. Advanced Book Program, Reading, Mass., 1978. Second edition, revised and enlarged, With the assistance of Tudor Rat¸iu and Richard Cushman. [2] Serge Alinhac. Blowup for nonlinear hyperbolic equations. Progress in Nonlinear Differential Equations and their Applications, 17. Birkha¨user Boston Inc., Boston, MA, 1995. [3] V. I. Arnold. Sur la ge´ome´trie diffe´rentielle des groupes de Lie de dimension infinie et ses applications a` l’hydrodynamique des fluides parfaits. Ann. Inst. Fourier (Grenoble), 16(fasc. 1):319–361, 1966. [4] Vladimir I. Arnold. Lectures on partial differential equations. Uni- versitext. Springer-Verlag, Berlin, 2004. Translated from the second Russian edition by Roger Cooke. [5] Vladimir I. Arnold and Boris A. Khesin. Topological methods in hy- drodynamics, volume 125 of Applied Mathematical Sciences. Springer- Verlag, New York, 1998. [6] U. M. Ascher and R. I. McLachlan. On symplectic and multisymplectic schemes for the KdV equation. J. Sci. Comput., 25(1-2):83–104, 2005. [7] Grigory Isaakovich Barenblatt. Scaling, self-similarity, and intermedi- ate asymptotics, volume 14 of Cambridge Texts in Applied Mathemat- ics. Cambridge University Press, Cambridge, 1996. With a foreword by Ya. B. Zeldovich. [8] B. J. C. Baxter and A. Iserles. On the foundations of computational mathematics. In Handbook of numerical analysis, Vol. XI, Handb. Numer. Anal., XI, pages 3–34. North-Holland, Amsterdam, 2003. 133 BIBLIOGRAPHY BIBLIOGRAPHY [9] J. Thomas Beale and Andrew Majda. Vortex methods. I. Convergence in three dimensions. Math. Comp., 39(159):1–27, 1982. [10] J. Thomas Beale and Andrew Majda. Vortex methods. II. Higher order accuracy in two and three dimensions. Math. Comp., 39(159):29–52, 1982. [11] G. Benettin, L. Galgani, A. Giorgilli, and J.-M. Strelcyn. Lyapunov exponents for smooth dynamical systems and hamiltonian systems; a method for computing all of them. part 1: Theory and part 2: Numer- ical applications. Meccanica, 15:9–20,21–30, 1980. [12] Raoul Bott. On the characteristic classes of groups of diffeomorphisms. Enseignment Math. (2), 23(3-4):209–220, 1977. [13] Thomas J. Bridges. Multi-symplectic structures and wave propagation. Math. Proc. Cambridge Philos. Soc., 121(1):147–190, 1997. [14] Thomas J. Bridges and Sebastian Reich. Multi-symplectic integrators: numerical schemes for Hamiltonian PDEs that conserve symplecticity. Phys. Lett. A, 284(4-5):184–193, 2001. [15] Thomas J. Bridges and Sebastian Reich. Numerical methods for Hamil- tonian PDEs. J. Phys. A, 39(19):5287–5320, 2006. [16] C.J. Budd and J.F. Williams. Parabolic monge-ampe`re methods for blowup problems in several spatial dimensions. J. Phys. A, 39(19):5425–5444, 2006. [17] R. Camassa, J. Huang, and L. Lee. Integral and integrable algo- rithms for a nonlinear shallow water wave equation. J. Comput. Phys., 216(2):547–572, 2006. [18] Roberto Camassa and Darryl D. Holm. An integrable shallow water equation with peaked solitons. Phys. Rev. Lett., 71(11):1661–1664, 1993. [19] Roberto Camassa, Darryl D. Holm, and M. Hyman. A new integrable shallow water equation. Advances in Applied Mechanics, 31:1–33, 1994. [20] A.L. Cauchy. Bull. Soc. Philomathique (1823), 9-13; Exercices de Mathe´matiques 2(1827), 42-56, 108-111; 4 (1829), pp. 293-319. 134 BIBLIOGRAPHY BIBLIOGRAPHY [21] Herna´n Cendra, Darryl D. Holm, Jerrold E. Marsden, and Tudor S. Ratiu. Lagrangian reduction, the Euler-Poincare´ equations, and semidirect products. In Geometry of differential equations, volume 186 of Amer. Math. Soc. Transl. Ser. 2, pages 1–25. Amer. Math. Soc., Providence, RI, 1998. [22] Jeff Cheeger and David G. Ebin. Comparison theorems in Riemannian geometry. North-Holland Publishing Co., Amsterdam, 1975. [23] Alexandre J. Chorin and Jerrold E. Marsden. A mathematical intro- duction to fluid mechanics, volume 4 of Texts in Applied Mathematics. Springer-Verlag, New York, third edition, 1993. [24] David Cohen, Brynjulf Owren, and Xavier Raynaud. Multi-symplectic integration of the Camassa-Holm equation. Preprint, 2007. [25] A. Constantin and H. P. McKean. A shallow water equation on the circle. Comm. Pure Appl. Math., 52(8):949–982, 1999. [26] A. Constantin and W. A. Strauss. Stability of the Camassa-Holm solitons. J. Nonlinear Sci., 12(4):415–422, 2002. [27] Adrian Constantin. On the Cauchy problem for the periodic Camassa- Holm equation. J. Differential Equations, 141(2):218–235, 1997. [28] Adrian Constantin and Joachim Escher. Well-posedness, global ex- istence, and blowuo phenomena for a periodic quasi-linear hyperbolic equation. Comm. Pure and Applied Mathematics, 51(5):475–504, 1998. [29] Adrian Constantin and Joachim Escher. On the blow-up rate and the blow-up set of breaking waves for a shallow water equation. Math. Z., 233(1):75–91, 2000. [30] W. A. Coppel. Dichotomies in stability theory. Springer-Verlag, Berlin, 1978. Lecture Notes in Mathematics, Vol. 629. [31] Luca Dieci, Robert D. Russell, and Erik S. Van Vleck. On the computa- tion of Lyapunov exponents for continuous dynamical systems. SIAM J. Numer. Anal., 34(1):402–423, 1997. [32] Manfredo Perdiga˜o do Carmo. Riemannian geometry. Mathematics: Theory & Applications. Birkha¨user Boston Inc., Boston, MA, 1992. Translated from the second Portuguese edition by Francis Flaherty. 135 BIBLIOGRAPHY BIBLIOGRAPHY [33] Paul Dupuis, Ulf Grenander, and Michael I. Miller. Variational prob- lems on flows of diffeomorphisms for image matching. Quart. Appl. Math., 56(3):587–600, 1998. [34] David G. Ebin and Jerrold Marsden. Groups of diffeomorphisms and the notion of an incompressible fluid. Ann. of Math. (2), 92:102–163, 1970. [35] L. Euler. Opera omnia. Me´m. Acad. Sci. Berlin, 11:274–315, 1755. [36] John W. Evans. Nerve axon equations. IV. The stable and the unstable impulse. Indiana Univ. Math. J., 24(12):1169–1190, 1974/75. [37] Lawrence C. Evans. Partial differential equations, volume 19 of Grad- uate Studies in Mathematics. American Mathematical Society, Provi- dence, RI, 1998. [38] C. Fermanian-Kammerer, F. Merle, and H. Zaag. Stability of the blow- up profile of non-linear heat equations from the dynamical system point of view. Math. Ann., 317(2):347–387, 2000. [39] A. S. Fokas and B. Fuchssteiner. The hierarchy of the Benjamin-Ono equation. Phys. Lett. A, 86(6-7):341–345, 1981. [40] B. Fuchssteiner and A. S. Fokas. Symplectic structures, their Ba¨cklund transformations and hereditary symmetries. Phys. D, 4(1):47–66, 1981/82. [41] Benno Fuchssteiner. Some tricks from the symmetry-toolbox for non- linear equations: generalizations of the Camassa-Holm equation. Phys. D, 95(3-4):229–243, 1996. [42] I. M. Gel′fand and D. B. Fuks. Cohomologies of the Lie algebra of vector fields on the circle. Funkcional. Anal. i Prilozˇen., 2(4):92–93, 1968. [43] Yoshikazu Giga and Robert V. Kohn. Nondegeneracy of blowup for semilinear heat equations. Comm. Pure Appl. Math., 42(6):845–884, 1989. [44] David Gilbarg and Neil S. Trudinger. Elliptic partial differential equa- tions of second order. Classics in Mathematics. Springer-Verlag, Berlin, 2001. Reprint of the 1998 edition. 136 BIBLIOGRAPHY BIBLIOGRAPHY [45] Mark J. Gotay, James Isenberg, Jerry Marsden, and Richard Montgomery. Momentum maps and classical relativis- tic fields. Part I: Covariant field theory . Preprint 1998. http://www.arxiv.org/abs/physics/9801019. [46] U. Grenander and M.I. Miller. Representation of knowledge in complex systems (with discussion section). J. Royal Stat. Soc, 56(4):569–603, 1994. [47] Ulf Grenander and Michael I. Miller. Computational anatomy: an emerging discipline. Quart. Appl. Math., 56(4):617–694, 1998. [48] Manoussos Grillakis, Jalal Shatah, and Walter Strauss. Stability theory of solitary waves in the presence of symmetry. I. J. Funct. Anal., 74(1):160–197, 1987. [49] Ernst Hairer, Christian Lubich, and Gerhard Wanner. Geometric nu- merical integration, volume 31 of Springer Series in Computational Mathematics. Springer-Verlag, Berlin, second edition, 2006. Structure- preserving algorithms for ordinary differential equations. [50] Darryl Holm. The Euler-Poincare´ variational framework for modeling fluid dynamics. In Geometric mechanics and symmetry, volume 306 of London Math. Soc. Lecture Note Ser., pages 157–209. Cambridge Univ. Press, Cambridge, 2005. [51] Darryl D. Holm and Jerrold E. Marsden. Momentum maps and measure-valued solutions (peakons, filaments, and sheets) for the EPDiff equation. In The breadth of symplectic and Poisson geome- try, volume 232 of Progr. Math., pages 203–235. Birkha¨user Boston, Boston, MA, 2005. [52] Darryl D. Holm, Jerrold E. Marsden, and Tudor S. Ratiu. The Euler- Poincare´ equations and semidirect products with applications to con- tinuum theories. Adv. Math., 137(1):1–81, 1998. [53] Darryl D. Holm, J. T. Ratnanather, A. Trouve´, and L. Younes. Soliton dynamics in computational anatomy. NeuroImage, 23:S170–S178, 2004. [54] Darryl D. Holm and M. F. Staley. Interaction dynamics of singular wave fronts. Manuscript. 2005. 137 BIBLIOGRAPHY BIBLIOGRAPHY [55] Jialin Hong. A survey of multi-symplectic Runge-Kutta type meth- ods for Hamiltonian partial differential equations. In Frontiers and prospects of contemporary applied mathematics, volume 6 of Ser. Con- temp. Appl. Math. CAM, pages 71–113. Higher Ed. Press, Beijing, 2005. [56] Jialin Hong and Chun Li. Multi-symplectic Runge-Kutta methods for nonlinear Dirac equations. J. Comput. Phys., 211(2):448–472, 2006. [57] Jialin Hong, Hongyu Liu, and Geng Sun. The multi-symplecticity of partitioned Runge-Kutta methods for Hamiltonian PDEs. Math. Comp., 75(253):167–181 (electronic), 2006. [58] W.-Y. Hsiang. Lectures on Lie groups, volume 2 of Series on University Mathematics. World Scientific Publishing Co. Inc., River Edge, NJ, 2000. [59] Ju¨rgen Jost. Dynamical systems. Universitext. Springer-Verlag, Berlin, 2005. [60] T. Kapitula. Stability analysis of pulses via the Evans function: dissi- pative systems. In Dissipative solitons, volume 661 of Lecture Notes in Phys., pages 407–428. Springer, Berlin, 2005. [61] Tosio Kato. Quasi-linear equations of evolution, with applications to partial differential equations. In Spectral theory and differential equa- tions (Proc. Sympos., Dundee, 1974; dedicated to Konrad Jo¨rgens), pages 25–70. Lecture Notes in Math., Vol. 448. Springer, Berlin, 1975. [62] Tosio Kato and Gustavo Ponce. Commutator estimates and the Euler and Navier-Stokes equations. Comm. Pure Appl. Math., 41(7):891–907, 1988. [63] Boris Khesin. Topological fluid dynamics. Notices Amer. Math. Soc., 52(1):9–19, 2005. [64] Boris Khesin and Gerard Misio lek. Euler equations on homogeneous spaces and Virasoro orbits. Adv. Math., 176(1):116–144, 2003. [65] Evgeni Korotyaev. Inverse problem for periodic “weighted” operators. J. Funct. Anal., 170(1):188–218, 2000. [66] Shinar Kouranbaeva and Steve Shkoller. A variational approach to second-order multisymplectic field theory. J. Geom. Phys., 35(4):333– 366, 2000. 138 BIBLIOGRAPHY BIBLIOGRAPHY [67] Sergei B. Kuksin. Analysis of Hamiltonian PDEs, volume 19 of Oxford Lecture Series in Mathematics and its Applications. Oxford University Press, Oxford, 2000. [68] Benedict Leimkuhler and Sebastian Reich. Simulating Hamiltonian dy- namics, volume 14 of Cambridge Monographs on Applied and Compu- tational Mathematics. Cambridge University Press, Cambridge, 2004. [69] Jonatan Lenells. Stability of periodic peakons. Int. Math. Res. Not., (10):485–499, 2004. [70] Yi A. Li and Peter J. Olver. Well-posedness and blow-up solutions for an integrable nonlinearly dispersive model wave equation. J. Differen- tial Equations, 162(1):27–63, 2000. [71] P. L. Lions. Mathematical topics in fluid mechanics. Vol. 1, volume 3 of Oxford Lecture Series in Mathematics and its Applications. The Clarendon Press Oxford University Press, New York, 1996. [72] P. L. Lions. Mathematical topics in fluid mechanics. Vol. 2, volume 10 of Oxford Lecture Series in Mathematics and its Applications. The Clarendon Press Oxford University Press, New York, 1998. [73] A. M. Lyapunov. The general problem of the stability of motion. Tay- lor & Francis Ltd., London, 1992. Translated from Edouard Davaux’s French translation (1907) of the 1892 Russian original and edited by A. T. Fuller, With an introduction and preface by Fuller, a biography of Lyapunov by V. I. Smirnov, and a bibliography of Lyapunov’s works compiled by J. F. Barrett, Lyapunov centenary issue, Reprint of In- ternat. J. Control 55 (1992), no. 3 [ MR1154209 (93e:01035)], With a foreword by Ian Stewart. [74] Andrew J. Majda and Andrea L. Bertozzi. Vorticity and incompress- ible flow, volume 27 of Cambridge Texts in Applied Mathematics. Cam- bridge University Press, Cambridge, 2002. [75] J. E. Marsden, T. S. Ratiu, and S. Shkoller. The geometry and anal- ysis of the averaged Euler equations and a new diffeomorphism group. Geom. Funct. Anal., 10(3):582–599, 2000. [76] Jerrold E. Marsden, George W. Patrick, and Steve Shkoller. Multisym- plectic geometry, variational integrators, and nonlinear PDEs. Comm. Math. Phys., 199(2):351–395, 1998. 139 BIBLIOGRAPHY BIBLIOGRAPHY [77] Jerrold E. Marsden and Tudor S. Ratiu. Introduction to mechanics and symmetry, volume 17 of Texts in Applied Mathematics. Springer- Verlag, New York, 1994. [78] Jerrold E. Marsden and Steve Shkoller. Multisymplectic geometry, co- variant Hamiltonians, and water waves. Math. Proc. Cambridge Philos. Soc., 125(3):553–575, 1999. [79] Y. Martel and F. Merle. Instability of solitons for the critical gener- alized Korteweg-de Vries equation. Geom. Funct. Anal., 11(1):74–123, 2001. [80] Yvan Martel and Frank Merle. A Liouville theorem for the critical generalized Korteweg-de Vries equation. J. Math. Pures Appl. (9), 79(4):339–425, 2000. [81] Yvan Martel and Frank Merle. Blow up in finite time and dynamics of blow up solutions for the L2-critical generalized KdV equation. J. Amer. Math. Soc., 15(3):617–664 (electronic), 2002. [82] Yvan Martel and Frank Merle. Stability of blow-up profile and lower bounds for blow-up rate for the critical generalized KdV equation. Ann. of Math. (2), 155(1):235–280, 2002. [83] Yvan Martel and Frank Merle. Asymptotic stability of solitons of the subcritical gKdV equations revisited. Nonlinearity, 18(1):55–80, 2005. [84] Henry P. McKean. Fredholm determinants and the Camassa-Holm hierarchy. Comm. Pure Appl. Math., 56(5):638–680, 2003. [85] Robert I. McLachlan and Stephen R. Marsland. The Kelvin-Helmholtz instability of momentum sheets in the Euler equations for planar dif- feomorphisms. SIAM J. Appl. Dyn. Syst., 5(4):726–758 (electronic), 2006. [86] Robert I. McLachlan and G. Reinout W. Quispel. Geometric integra- tors for ODEs. J. Phys. A, 39(19):5251–5285, 2006. [87] J. Milnor. Morse theory. Based on lecture notes by M. Spivak and R. Wells. Annals of Mathematics Studies, No. 51. Princeton University Press, Princeton, N.J., 1963. [88] G. Misio lek. Classical solutions of the periodic Camassa-Holm equa- tion. Geom. Funct. Anal., 12(5):1080–1104, 2002. 140 BIBLIOGRAPHY BIBLIOGRAPHY [89] Brian E. Moore. A Modified Equations Approach for Multi-Symplectic Integration Methods. PhD thesis, University of Surrey, 2003. [90] C. L. M. H. Navier. Me´m. Acad. Sci. Inst. France, 6:375–394, 1822. [91] V. V. Nemytskii and V. V. Stepanov. Qualitative theory of differential equations. Princeton Mathematical Series, No. 22. Princeton University Press, Princeton, N.J., 1960. [92] Peter J. Olver. Applications of Lie groups to differential equations, volume 107 of Graduate Texts in Mathematics. Springer-Verlag, New York, second edition, 1993. [93] Edward Ott. Chaos in dynamical systems. Cambridge University Press, Cambridge, second edition, 2002. [94] Robert L. Pego and Michael I. Weinstein. Eigenvalues, and insta- bilities of solitary waves. Philos. Trans. Roy. Soc. London Ser. A, 340(1656):47–94, 1992. [95] S. D. Poisson. J. Ecole Polytechnique, 13:1–174, 1831. [96] A. Preissmann. Propagation des intumescences dan les cannaux et rivie`res. First Congress French Assoc. for Computation, 1961. [97] Guillermo Rodr´ıguez-Blanco. On the Cauchy problem for the Camassa- Holm equation. Nonlinear Anal. TMA, 46(3):309–327, 2001. [98] Walter Rudin. Principle of Mathematical Analysis. McGraw-Hill, 1976. [99] Brett Ryland. Multi-symplectic integration for Hamiltonnian PDEs. PhD Thesis, Massey University, New Zealand, 2007. [100] Alexander A. Samarskii, Victor A. Galaktionov, Sergei P. Kurdyumov, and Alexander P. Mikhailov. Blow-up in quasilinear parabolic equa- tions, volume 19 of de Gruyter Expositions in Mathematics. Walter de Gruyter & Co., Berlin, 1995. [101] Terence Tao. Nonlinear dispersive equations, volume 106 of CBMS Re- gional Conference Series in Mathematics. Published for the Conference Board of the Mathematical Sciences, Washington, DC, 2006. [102] Michael E. Taylor. Partial differential equations. I Basic theory, volume 115 of Applied Mathematical Sciences. Springer-Verlag, New York, 1996. 141 BIBLIOGRAPHY BIBLIOGRAPHY [103] Michael E. Taylor. Partial differential equations. III Nonlinear equa- tions,, volume 117 of Applied Mathematical Sciences. Springer-Verlag, New York, 1997. [104] Feride Tigˇlay. The Cauchy problem for two nonlinear evolution equa- tions. PhD Thesis, University of Notre Dame, 2004. [105] Milton Van Dyke. Perturbation methods in fluid mechanics. The Parabolic Press, Stanford, Calif., annotated edition, 1975. [106] Aizik I. Volpert, Vitaly A. Volpert, and Vladimir A. Volpert. Trav- eling wave solutions of parabolic systems, volume 140 of Translations of Mathematical Monographs. American Mathematical Society, Provi- dence, RI, 1994. [107] E. T. Whittacker and G. N. Watson. A Course of Morden Analysis. Cambridge University Press, 1996. [108] Z. P. Xin and P. Zhang. On the weak solutions to a shallow water equation. Comm. Pure Appl. Math., 53(11):1411–1433, 2000. [109] Z. P. Xin and P. Zhang. On the uniqueness and large time behavior of the weak solutions to a shallow water equation. Comm. Partial Differential Equations, 27(9-10):1815–1844, 2002. [110] Ping Fu Zhao and Meng Zhao Qin. Multisymplectic geometry and multisymplectic Preissmann scheme for the KdV equation. J. Phys. A, 33(18):3613–3626, 2000. [111] Peter E. Zhidkov. Korteweg-de Vries and nonlinear Schro¨dinger equa- tions: qualitative theory, volume 1756 of Lecture Notes in Mathematics. Springer-Verlag, Berlin, 2001. [112] William P. Ziemer. Weakly differentiable functions, Sobolev spaces and functions of bounded variation, volume 120 of Graduate Texts in Math- ematics. Springer-Verlag, New York, 1989. 142