Discontinuous Shock Solutions of the Whitham Modulation Equations As Dispersionless Limits of Traveling Waves
Total Page:16
File Type:pdf, Size:1020Kb
Load more
Recommended publications
-
Arxiv:1610.02603V2 [Math.AP] 12 Apr 2018
EXISTENCE OF A HIGHEST WAVE IN A FULLY DISPERSIVE TWO-WAY SHALLOW WATER MODEL MATS EHRNSTROM,¨ MATHEW A. JOHNSON, AND KYLE M. CLAASSEN Abstract. We consider the existence of periodic traveling waves in a bidi- rectional Whitham equation, combining the full two-way dispersion relation from the incompressible Euler equations with a canonical shallow water non- linearity. Of particular interest is the existence of a highest, cusped, traveling wave solution, which we obtain as a limiting case at the end of the main bi- furcation branch of 2π-periodic traveling wave solutions continuing from the zero state. Unlike the unidirectional Whitham equation, containing only one branch of the full Euler dispersion relation, where such a highest wave behaves like jxj1=2 near its crest, the cusped waves obtained here behave like jx log jxjj. Although the linear operator involved in this equation can be easily repre- sented in terms of an integral operator, it maps continuous functions out of the H¨olderand Lipschitz scales of function spaces by introducing logarithmic singularities. Since the nonlinearity is also of higher order than that of the unidirectional Whitham equation, several parts of our proofs and results devi- ate from those of the corresponding unidirectional equation, with the analysis of the logarithmic singularity being the most subtle component. This paper is part of a longer research programme for understanding the interplay between nonlinearities and dispersion in the formation of large-amplitude waves and their singularities. 1. Introduction Given the great complexity of the Euler equations, which fundamentally describe the flow of an incompressible, inviscid fluid over an impenetrable bottom, it has long been considered advantageous to find simpler models that approximate the dynamics of the free surface in particular asymptotic regimes. -
On Whitham and Related Equations
ON WHITHAM AND RELATED EQUATIONS CHRISTIAN KLEIN, FELIPE LINARES, DIDIER PILOD, AND JEAN-CLAUDE SAUT Abstract. The aim of this paper is to study, via theoretical analysis and numerical simulations, the dynamics of Whitham and related equations. In particular we establish rigorous bounds between solutions of the Whitham and KdV equations and provide some insights into the dynamics of the Whitham equation in different regimes, some of them being outside the range of validity of the Whitham equation as a water waves model. 1. introduction The Whitham equation was introduced formally in [60] as an alternative to the KdV equation, by keeping the exact dispersion of the water waves system. No rigorous derivation from the water waves system is known, and there is no consistent scaling allowing to derive it. Actually the idea in [60] was to propose a model describing also the oc- currence of waves of greatest height with the Stokes 120 degrees angle at the crest which is clearly impossible with the KdV equation. As was conjectured in [60] and later proved in [24], this is actually the case (with a different angle though) but this “wave breaking” phenomena seems to be irrelevant in the (KdV) regime where the Whitham equation can be really viewed as a consistent water wave model, as will be discussed in the present paper. In short, and as was noticed by Whitham, “the desired qualitative effect is in” but this wave breaking effect cannot be quantitatively linked with the water waves system and thus to “real” waves. From the modeling point of view, the advantage of the Whitham equation with respect to KdV seems to be the enlargement of the range of validity of this asymptotic model in terms of frequencies though this is not so easy to quantify. -
Nonlinear Water Waves in Shallow Water in the Presence of Constant
Nonlinear water waves in shallow water in the presence of constant vorticity: A Whitham approach Christian Kharif and Malek Abid Aix Marseille Universit´e, CNRS, Centrale Marseille IRPHE UMR 7342 F-13384, Marseille, France Abstract Two-dimensional nonlinear gravity waves travelling in shallow water on a vertically sheared current of constant vorticity are considered. Using Euler equations, in the shallow water approximation, hyperbolic equations for the surface elevation and the horizontal velocity are derived. Using Riemann invariants of these equations, that are obtained analytically, a closed-form nonlinear evolution equation for the surface elevation is derived. A dispersive term is added to this equation using the exact linear dispersion relation. With this new single first-order partial differential equation, vorticity effects on undular bores are studied. Within the framework of weakly nonlinear waves, a KdV-type equation and a Whitham equation with constant vorticity are derived from this new model and the effect of vorticity on solitary waves and periodic waves is considered. Futhermore, within the framework of the new model and the Whitham equation a study of the effect of vorticity on the breaking time of dispersive waves and hyperbolic waves as well is carried out. Keywords: Surface gravity waves; Shallow water; Vertically sheared currents; solitary and periodic waves; Undular bores; Breaking time arXiv:1801.03909v1 [physics.flu-dyn] 11 Jan 2018 1. Introduction Generally, in coastal and ocean waters, current velocity profiles are estab- lished by bottom friction and wind stress at the sea surface, and consequently are vertically varying. Ebb and flood currents due to the tide may have an important effect on water wave properties. -
Whitham Approach for the Study of Nonlinear Waves on a Vertically Sheared Current in Shallow Water Christian Kharif, Malek Abid
Whitham approach for the study of nonlinear waves on a vertically sheared current in shallow water Christian Kharif, Malek Abid To cite this version: Christian Kharif, Malek Abid. Whitham approach for the study of nonlinear waves on a vertically sheared current in shallow water. 2017. hal-01580419 HAL Id: hal-01580419 https://hal.archives-ouvertes.fr/hal-01580419 Preprint submitted on 1 Sep 2017 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. To be submitted to: Ocean Modelling Whitham approach for the study of nonlinear waves on a vertically sheared current in shallow water Christian Kharif and Malek Abid Aix Marseille Universit´e,CNRS, Centrale Marseille IRPHE UMR 7342 F-13384, Marseille, France September 1, 2017 Abstract Two-dimensional nonlinear gravity waves travelling in shallow wa- ter on a vertically sheared current of constant vorticity are considered. Using Euler equations, in the shallow water approximation, hyper- bolic equations for the surface elevation and the horizontal velocity are derived. Using Riemann invariants of these equations, that are obtained analytically, a closed-form nonlinear evolution equation for the surface elevation is derived. A dispersive term is added to this equation using the exact linear dispersion relation. -
C Copyright 2014 Olga Trichtchenko
c Copyright 2014 Olga Trichtchenko On the instability of water waves with surface tension. Olga Trichtchenko A dissertation submitted in partial fulfillment of the requirements for the degree of Doctor of Philosophy University of Washington 2014 Reading Committee: Bernard Deconinck, Chair Randy LeVeque Robert O'Malley Program Authorized to Offer Degree: Applied Mathematics University of Washington Abstract On the instability of water waves with surface tension. Olga Trichtchenko Chair of the Supervisory Committee: Professor Bernard Deconinck Department of Applied Mathematics We analyze the stability of solutions to Euler's equations in the presence of surface tension. First we compute stationary solutions to periodic Euler's equations in a travelling frame of reference and then we analyze their spectral stability. Depending on the coefficient of surface tension, we see resonant effects in the solutions. This results in a myriad of instabilities for gravity-capillary waves. Since the theory for analyzing the stability of water waves is general to all Hamiltonian systems, we extend the results to other equations, mainly ones that are used to model water waves in different asymptotic regimes. We compare the stability results for the model equations to those we obtain for the full water wave system and comment on the applicability of these models. TABLE OF CONTENTS Page List of Figures . iii List of Tables . x Chapter 1: Introduction . 1 Chapter 2: Background and Literature Review . 5 2.1 Introduction . 6 2.2 Background . 7 2.3 Solutions . 7 2.4 Stability of Solutions . 9 2.5 Waves with surface tension . 11 2.6 Summary . 14 Chapter 3: Gravity Waves with Surface Tension . -
On the Convergence of the Nonlocal Nonlinear Model to The
On the convergence of the nonlocal nonlinear model to the classical elasticity equation H. A. Erbaya,∗, S. Erbaya, A. Erkipb aDepartment of Natural and Mathematical Sciences, Faculty of Engineering, Ozyegin University, Cekmekoy 34794, Istanbul, Turkey bFaculty of Engineering and Natural Sciences, Sabanci University, Tuzla 34956, Istanbul, Turkey Abstract We consider a general class of convolution-type nonlocal wave equations modeling bidirec- tional propagation of nonlinear waves in a continuous medium. In the limit of vanishing nonlocality we study the behavior of solutions to the Cauchy problem. We prove that, as the kernel functions of the convolution integral approach the Dirac delta function, the solutions converge strongly to the corresponding solutions of the classical elasticity equation. An energy estimate with no loss of derivative plays a critical role in proving the convergence result. As a typical example, we consider the continuous limit of the discrete lattice dynamic model (the Fermi-Pasta-Ulam-Tsingou model) and show that, as the lattice spacing approaches zero, solutions to the discrete lattice equation converge to the corresponding solutions of the classical elasticity equation. Keywords: Nonlocal elasticity, Long wave limit, Discrete-to-continuum convergence, Lattice dynamics 2010 MSC: 35Q74, 74B20, 74H20, 74J30 1. Introduction With a general class of kernel functions β, the nonlocal equation utt = β ∗ (u + g(u))xx, (1.1) defines a class of nonlinear wave equations modeling the bi-directional propagation of dispersive waves in a continuous media. Here u = u(x, t) is a real-valued function, g ′ arXiv:2107.09108v1 [math.AP] 19 Jul 2021 is a sufficiently smooth nonlinear function satisfying g(0) = g (0) = 0 and the symbol ∗ denotes convolution in the x-variable with the kernel function β.