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High-order strongly nonlinear long wave approximation and solitary wave solution. Part 2. Internal waves

Published online by Cambridge University Press:  01 December 2022

Wooyoung Choi*
Affiliation:
Department of Mathematical Sciences, New Jersey Institute of Technology, Newark, NJ 07102-1982, USA
*
†Email address for correspondence: wychoi@njit.edu

Abstract

A strongly nonlinear long-wave approximation is adopted to obtain a high-order model for large-amplitude long internal waves in a two-layer system by assuming the water depth is much smaller than the typical wavelength. When truncated at the first order, the model can be reduced to the regularized strongly nonlinear model of Choi et al. (J. Fluid Mech., vol. 629, 2009, pp. 73–85), which lessens the Kelvin–Helmholtz instability excited by the tangential velocity jump across the interface in the inviscid Miyata–Choi–Camassa (MCC) equations. Using the second-order model, the next-order correction to the internal solitary wave solution of the MCC equations is found and its validity is examined with the Euler solution in terms of the wave profile, the effective wavelength and the velocity profile. It is shown that the correction greatly improves the comparison with the Euler solution for the whole range of wave amplitudes and no further correction is necessary for practical applications. Based on a local stability analysis, the region of stability for the second-order long-wave model is identified in the physical parameter space so that the efficient numerical scheme developed for the first-order model can be used for the second-order model.

Information

Type
JFM Papers
Copyright
© The Author(s), 2022. Published by Cambridge University Press
Figure 0

Figure 1.Two-layer system.

Figure 1

Figure 2.Solitary wave speed $c$ vs amplitude $\vert a\vert$. The second-order (solid line) solution $c=c_0+c_2+O(\beta ^4)$ is compared with the Euler solution (Camassa et al.2006) (open squares) and the first-order solution (dashed line) $c=c_0+O(\beta ^2)$, where $c_0$ and $c_2$ are given by (4.10c) and (4.29), respectively. Here, $c_{lin}$ is the linear wave speed given by (4.11a,b), the density and depth ratios are given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively, and the maximum amplitude is $\vert a_m\vert /h_1\simeq 1.552$.

Figure 2

Figure 3.Numerical evaluation of (4.27) for $\zeta _2$ parameterized by $\zeta _0$ for four different solitary wave amplitudes of depression: $\vert a\vert /h_1=0.36$ (dotted), 0.65 (dashed); 1.23 (dot-dashed); 1.51 (solid). Here, the density and depth ratios are given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively.

Figure 3

Figure 4.Comparison of internal solitary wave profiles for four different wave amplitudes: (a) $a/h_1=-0.36$; (b) $-$0.65; (c) $-$1.23; (d) $-$1.51. The second-order solitary wave solution (solid) given by $\zeta =\zeta _0+\zeta _2+O(\beta ^4)$ is compared with the Euler solution (Camassa et al.2006) (open squares), the first-order (MCC) solution $\zeta _0$ (dashed) and the weakly nonlinear (Koretweg–de Vries, KdV) solution (dotted). Here, the density and depth ratios are given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively.

Figure 4

Figure 5.Effective wavelength $\lambda$ vs wave amplitude $\vert a\vert$. The second-order solution (solid) is compared with the Euler solution (Camassa et al.2006) (open squares), the first-order (MCC) solution (dashed) and the weakly nonlinear (KdV) solution (dotted). Here, the density and depth ratios are given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively.

Figure 5

Figure 6.Comparison of $\vert u_i(0,z)\vert$ for four different wave amplitudes: (a) $a/h_1=-0.36$; (b) $-$0.65; (c) $-$1.23; (d) $-$1.51. The second-order solitary wave solution (solid) given by (4.39a) is compared with the Euler solution (Camassa et al.2006) (open squares) and the mean velocity $\vert u_i\vert =\vert v_{i_0}^s \vert$ (dotted). Notice that $u_1=\vert u_1\vert$ and $u_2=-\vert u_2\vert$ for solitary waves propagating to the right. Here, the density and depth ratios are given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively.

Figure 6

Figure 7.The velocity jump across the interface $\vert U_2-U_1\vert$ vs the wave amplitude $\vert a\vert$: The second-order solution (solid) is compared with the first-order (MCC) solution (dashed) for the density and depth ratios given by $\rho _2/\rho _1= 1.022$ and $h_2/h_1=4.132$, respectively.

Figure 7

Figure 8.Stability diagram in the ($a,h$)-plane for $\rho =1.022$ from the local stability analysis for the first- and second-order models given by (3.19) and (3.23), respectively. The solid and dashed lines represent the critical wave amplitudes for the first- and second-order models, respectively. The dot-dashed line represents the maximum wave amplitude $a_m$, above (or below) which the solitary wave solution exists when $h>\sqrt {\rho }$ (or $h<\sqrt {\rho }$). The $m$th-order solitary wave solution is expected to be stable (or unstable) to local short-wavelength disturbances in $S_m$ (or $U_m$) for the specified range of the wave amplitude $a$ when its propagation is studied numerically with the $m$th-order model ($m=1,2$).

Figure 8

Figure 9.Stability diagram in the ($\rho,h$)-plane. The first- and second-order solitary waves are stable for all possible amplitudes ($0\le \vert a\vert \le \vert a_{m}\vert$) inside the shaded regions bounded by the solid and dashed lines, respectively. Notice the stability region for the second-order model is smaller than that for the first-order model of Choi et al. (2009).