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A Hamiltonian Dysthe equation for hydroelastic waves in a compressed ice sheet

Published online by Cambridge University Press:  06 January 2025

Philippe Guyenne
Affiliation:
Department of Mathematical Sciences, University of Delaware, Newark, DE 19716, USA
Adilbek Kairzhan*
Affiliation:
Department of Mathematics, Nazarbayev University, 010000, Kazakhstan
Catherine Sulem
Affiliation:
Department of Mathematics, University of Toronto, Ontario M5S2E4, Canada
*
Email address for correspondence: akairzhan@nu.edu.kz

Abstract

Nonlinear hydroelastic waves along a compressed ice sheet lying on top of a two-dimensional fluid of infinite depth are investigated. Based on a Hamiltonian formulation of this problem and by applying techniques from Hamiltonian perturbation theory, a Hamiltonian Dysthe equation is derived for the slowly varying envelope of modulated wavetrains. This derivation is further complicated here by the presence of cubic resonances for which a detailed analysis is given. A Birkhoff normal form transformation is introduced to eliminate non-resonant triads while accommodating resonant ones. It also provides a non-perturbative scheme to reconstruct the ice-sheet deformation from the wave envelope. Linear predictions on the modulational instability of Stokes waves in sea ice are established, and implications for the existence of solitary wave packets are discussed for a range of values of ice compression relative to ice bending. This Dysthe equation is solved numerically to test these predictions. Its numerical solutions are compared with direct simulations of the full Euler system, and very good agreement is observed.

Information

Type
JFM Papers
Creative Commons
Creative Common License - CCCreative Common License - BY
This is an Open Access article, distributed under the terms of the Creative Commons Attribution licence (http://creativecommons.org/licenses/by/4.0), which permits unrestricted re-use, distribution and reproduction, provided the original article is properly cited.
Copyright
© The Author(s), 2025. Published by Cambridge University Press.
Figure 0

Figure 1. Linear dispersion relation $\omega ^2(k)$ as a function of $k$ for $\mathcal {P} = 0.1$ (blue), $\mathcal {P} = 1$ (red), $\mathcal {P} = 2$ (magenta), $\mathcal {P} = 5$ (green).

Figure 1

Figure 2. Solution curve $\mathcal {C}^+$ (blue curve) for positive roots $(k_1, k_3)$ of (3.14) and its neighbourhood $\mathcal {C}_\mu ^+$ (grey area) for $\mathcal {P} = 1$.

Figure 2

Figure 3. Phase speed $c(k)$ (blue) and group speed $c_g(k)$ (red) as functions of $k$ for (a$\mathcal {P} = 1$, (b$\mathcal {P} = 2$, (c$\mathcal {P} = 5$.

Figure 3

Figure 4. Location of points $(k_1, k_2)$ and $(k_4-k_2, k_2)$ with $k_4-k_2 > 0$ relative to the neighbourhood $\mathcal {C}_\mu$, in the case (a) $k_0 = 0.9$ and (b) $k_0=2$ for $\mathcal {P} = 1$. Box 1 represents the set $\mathcal {B}_s (k_0)$ and Box 2 represents the set $\mathcal {B}_c (k_0)$.

Figure 4

Figure 5. The BF instability/stability criterion at $k_{min}$ for the NLS equation as a function of $\mathcal {P}$.

Figure 5

Figure 6. Regions of BF instability according to (7.4) for (a$(A_0,k_0) = (0.1,0.9)$ and (b$(A_0,k_0) = (0.01,5)$. The various curves represent $\mathcal {P} = 0$ (red), $\mathcal {P} = 1$ (blue), $\mathcal {P} = 1.9$ (black).

Figure 6

Figure 7. Relative errors on $\eta$ between fully and weakly nonlinear solutions for $\mathcal {P} = 1$ with (a$(A_0,k_0,\lambda ) = (0.1,0.9,0.02)$ and (b$(A_0,k_0,\lambda ) = (0.01,5,0.1)$: blue curve, Dysthe equation; red curve, NLS equation.

Figure 7

Figure 8. Comparison of $\eta$ between fully and weakly nonlinear solutions for $(A_0,k_0,\lambda ) = (0.1,0.9,0.02)$ and $\mathcal {P} = 1$ at (a) $t = 0$, (b) $t = 3400$, (c) $t = 4000$, (d) $t = 5000$, (e) $t = 7000$, ( f) $t = 10\,000$: blue curve, Dysthe equation; red curve, NLS equation; black dots, Euler system.

Figure 8

Figure 9. Comparison of $\eta$ between fully and weakly nonlinear solutions for $(A_0,k_0,\lambda ) = (0.01,5,0.1)$ and $\mathcal {P} = 1$ at (a) $t = 0$, (b) $t = 170$, (c) $t = 320$, (d) $t = 620$, (e) $t = 860$, ( f) $t = 980$: blue curve, Dysthe equation; red curve, NLS equation; black dots, Euler system.

Figure 9

Figure 10. Relative errors on $\eta$ between fully and weakly nonlinear solutions for $\mathcal {P} = 0$ with $(A_0,k_0,\lambda ) = (0.1,0.9,0.02)$: blue curve, our NLS equation; red curve, NLS equation from Trichtchenko et al. (2019).

Figure 10

Figure 11. Relative errors on (a) $H$ and (b) $M$ for the Dysthe equation with $(A_0,k_0,\lambda ) = (0.1,0.9,0.02)$ and $\mathcal {P} = 0$ (red), $\mathcal {P} = 1$ (blue), $\mathcal {P} = 1.9$ (black).