Nonlinear Resonances of Water Waves
نویسندگان
چکیده
In the last fifteen years great progress has been made in the understanding of nonlinear resonance dynamics of water waves which is the main subject of discrete wave turbulence. Notions of scaleand angle-resonances have been introduced, new type of energy cascade due to nonlinear resonances in the gravity water waves has been discovered, conception of a resonance cluster has been much and successfully employed, a novel model of laminated wave turbulence has been developed, etc. etc. Two milestones in this area of research have to be mentioned: a) development of the q-class method which is effective for computing integer points on resonance manifolds, and b) construction of marked planar graphs, instead of classical resonance curves, representing simultaneously all resonance clusters in a finite spectral domain, together with their dynamical systems. Among them, new integrable dynamical systems have been found that can be used for explaining numerical and laboratory results. The aim of this paper is to give a brief overview of our current knowledge about nonlinear resonances among water waves, and finally to formulate the three most important open problems. 1. Exposition. In this paper we will try to present a major part of known analytical, numerical and laboratory results on nonlinear resonances among water waves, in as strict mathematical language as possible. This is not a simple task due to the three-fold problem: 1) there is no strict definition of a wave; 2) there is no general agreement about the types of waves which should be called water waves; 3) the notions of resonance in physics and mathematics are different. Let us go through all these points one by one, regarding for concreteness 2D-wavevectors. First, the simplest possible understanding of a (propagating) wave as a Fourier harmonics Ak exp i(k · x− ω t) (1) is obviously too simplified and does not include normal modes which are due to boundary conditions. Here x = (x1, x2 ) and time t are space and time variables correspondingly, ω = ω(k) is dispersion function and k is wavevector. For instance, the normal mode of oceanic planetary waves (that are due to the Earth rotation) with zero boundary conditions in a finite box [0, Lx1 ]× [0, Lx2 ] reads [44] |Ak| sin ( π mx1 Lx1 ) sin ( π nx2 Lx2 ) sin ( β 2ω x1 + ωt ) . (2) 2000 Mathematics Subject Classification. Primary: 74J30, 37N10; Secondary: 37-02.
منابع مشابه
Effect of non-zero constant vorticity on the nonlinear resonances of capillary water waves
The influence of an underlying current on three-wave interactions of capillary water waves is studied. The fact that in irrotational flow resonant three-wave interactions are not possible can be invalidated by the presence of an underlying current of constant non-zero vorticity. We show that: 1) wave trains in flows with constant non-zero vorticity are possible only for two-dimensional flows, 2...
متن کاملResonant interactions of nonlinear water waves in a finite basin.
We study exact four-wave resonances among gravity water waves in a square box with periodic boundary conditions. We show that these resonant quartets are linked with each other by shared Fourier modes in such a way that they form independent clusters. These clusters can be formed by two types of quartets: (1) Angle resonances which cannot directly cascade energy but which can redistribute it am...
متن کاملVibration Analysis of a Nonlinear System with a Nonlinear Absorber under the Primary and Super-harmonic Resonances (TECHNICAL NOTE)
Abstract In vibratory systems, linear and nonlinear vibration absorbers can be used to suppress the primary and super-harmonic resonance responses. In this paper, the behavior of a nonlinear system with a nonlinear absorber, under the primary and super-harmonic resonances is investigated. The stiffnesses of the main system and the absorber are cubically nonlinear and the dampers are linear. M...
متن کاملAn unsteady wave driver for narrowbanded waves: modeling nearshore circulation driven by wave groups
In this paper, we derive an unsteady refraction–diffraction model for narrowbanded water waves for use in computing coupled wave–current motion in the nearshore. The end result is a variable coefficient, nonlinear Schrödinger-type wave driver (describing the envelope of narrow-banded incident waves) coupled to forced nonlinear shallow water equations (describing steady or unsteady mean flows dr...
متن کامل