Hostname: page-component-74656f9884-j7cmm Total loading time: 0 Render date: 2026-11-09T22:57:06.013Z Has data issue: false hasContentIssue false

Group resonant interactions between surface and internal gravity waves in a two-layer system

Published online by Cambridge University Press:  02 April 2020

Tore Magnus A. Taklo
Affiliation:
Department of Mathematical Sciences, New Jersey Institute of Technology, Newark,NJ 07102-1982, USA
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

Nonlinear interactions between surface and internal gravity waves in a two-layer system are studied using explicit second-order nonlinear evolution equations in Hamiltonian form. Motivated by the detailed experiment of Lewis, Lake & Ko (J. Fluid Mech., vol. 63, 1974, pp. 773–800), our focus is on surface wave modulation by the group resonance mechanism that corresponds to near-resonant triad interactions between a long internal wave and short surface waves. Our numerical solutions show good agreement with laboratory measurements of the local wave amplitude and slope, and confirm that the surface modulation becomes significant when the group velocity of the surface waves matches the phase speed of the internal wave, as the linear modulation theory predicts. It is shown, however, that, after the envelope amplitude is increased sufficiently, the surface and internal waves start to exchange energy through near-resonant triad interactions, which is found to be crucial to accurately describe the long-term surface wave modulation by an internal wave. The reduced amplitude equations are also adopted to validate this observation. For oceanic applications, numerical solutions are presented for a density ratio close to one and it is found that significant energy exchanges occur through primary and successive resonant triad interactions.

Information

Type
JFM Papers
Copyright
© The Author(s), 2020. Published by Cambridge University Press
Figure 0

Figure 1. (a) Dispersion curves for surface (solid, denoted by $S$) and internal (dashed, $I$) waves. The two intersection points represent the class-III resonant triads for fixed $k_{1}$: $(k_{1},k_{2_{\pm }},K_{\pm })$. Here, $k_{c}$ represents the critical wavenumber defined by (2.3). For any surface wave whose wavenumber is greater than $k_{c}$, one can find two class-III resonant triads. On the other hand, $k_{m}$ is the smallest possible wavenumber in a resonant triad. $(b)$ Solution curves for the resonance condition given by (2.2). The solutions can be found for a fixed value of $K$ or $k_{1}$.

Figure 1

Figure 2. The critical wavenumber $k_{c}h_{1}$ as a function of the density ratio for $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}$ between 0.85 and 1 for three different depth ratios: $h_{1}/h_{2}=10$ (solid); $h_{1}/h_{2}=1$ (dashed); $h_{1}/h_{2}=1/2$ (dotted).

Figure 2

Figure 3. Two-layer system.

Figure 3

Figure 4. Numerical solutions for Stokes waves (solid line) compared with the second-order Stokes solution (dotted): (a,c) barotropic and (b,d) baroclinic modes after 10 wave periods. Notice that, for the barotropic mode, the comparison improves with the second-order Stokes solution with the nonlinear speed correction (dashed). The density and depth ratios are $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}=0.99$ and $h_{1}/h_{2}=1/2$, respectively.

Figure 4

Figure 5. Evolution of surface wave amplitudes under resonant triad interactions: numerical solutions of the Hamiltonian system (3.38) (black curves) compared with those of Alam (2012) using the HOS method (grey curves). Solid curves: $a_{n_{-}}$$(n=2,3,4)$. Dashed curves: $a_{n_{+}}$$(n=2,3,4)$. $(a)$$a_{1}$. $(b)$$a_{2_{\pm }}$. $(c)$$a_{3_{\pm }}$. $(d)$$a_{4_{\pm }}$.

Figure 5

Table 1. Dimensional parameters for the experiments of Lewis et al. (1974) with the density ratio $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}$= 0.87 and the depth ratio $h_{1}/h_{2}=10$. $\unicode[STIX]{x1D6FA}$: internal wave frequency. $K$: internal wavenumber. $A$: amplitude of internal wave. $C=\unicode[STIX]{x1D6FA}/K$: internal wave phase speed. $U_{0}$: speed of surface current induced by the internal wave given by (5.4). $\unicode[STIX]{x1D714}_{1}$: surface wave frequency. $k_{1}$: surface wavenumber. $a_{1}$: amplitude of surface wave. Notice that the values of $k_{1}$ were not given in Lewis et al. (1974), but are computed using the linear dispersion relation (2.1).

Figure 6

Table 2. Dimensionless parameters for the experiments of Lewis et al. (1974), where the density ratio $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}$= 0.87 and the depth ratio $h_{1}/h_{2}=10$ are fixed for both cases.

Figure 7

Figure 6. Snapshots of $(a)$ surface ($\unicode[STIX]{x1D701}_{1}$) and $(b)$ interface ($\unicode[STIX]{x1D701}_{2}$) displacements for case I with $C/c_{g}\simeq 1$. Solid curves: simulated wave displacements. Dashed curves: theoretical upper wave envelope from (5.16) in § 4. Dotted curves: the interface displacements shown in $(b)$ to display the relative phase between the surface and interface displacements. Notice that the vertical scales of the surface and interface displacements are different. At $t=0$ the amplitude ratio between the surface and internal wave modes is $A/a_{1}=5.24$. The horizontal axis is given by $x/\unicode[STIX]{x1D706}_{1}$, where $\unicode[STIX]{x1D706}_{1}$ is the surface wavelength.

Figure 8

Figure 7. Convergence of amplitude modulation, $a^{\ast }$, as a function of $\unicode[STIX]{x1D6FA}t$ for case I for different values of the number of spatial grid points per surface wavelength $M_{\unicode[STIX]{x1D701}_{1}}$ and the computational domain length $L$. The numerical data (dots) are smoothed with 50 iterations of a three-point moving average.

Figure 9

Figure 8. Normalized amplitude and slope modulation, $a^{\ast }$ and $m^{\ast }$ defined by (5.1), as functions of $\unicode[STIX]{x1D6FA}t$ for case I. Open circles: experiment; dots: simulation employing $\unicode[STIX]{x1D705}=6$ in (6.3); dashed curves: smoothed numerical solutions; solid curves: linear modulation theory of Lewis et al. (1974) given by (B 15)–(B 16); dash–dotted curves: linear modulation theory given by (5.19)–(5.20).

Figure 10

Figure 9. Normalized amplitude and slope modulation, $a^{\ast }$ and $m^{\ast }$, from (5.1) as functions of $C/c_{g}$ at $Kx=\unicode[STIX]{x1D6FA}t=43$ for case II. Open circles: experiment; dots: simulations employing $\unicode[STIX]{x1D705}=2$–14 in (6.3); dash–dotted curves: linear modulation theory given by (B 12)–(B 13).

Figure 11

Figure 10. Normalized amplitude and slope modulation, $a^{\ast }$ and $m^{\ast }$ defined by (5.1), as functions of $\unicode[STIX]{x1D6FA}t$ for case I for a longer period than the experiment of Lewis et al. (1974). Open circles: experiment; dots: simulation employing $\unicode[STIX]{x1D705}=6$ in (6.3); dashed curves: smoothed numerical solutions; dash–dotted curves: linear modulation theory given by (5.19)–(5.20).

Figure 12

Figure 11. Numerical solutions of the Hamiltonian system for the amplitudes of surface and internal waves for internal wave steepness $\unicode[STIX]{x1D716}_{I}=0.048$ corresponding to case I of the experiments. $(a)$ Internal wave amplitude $A$. $(b)$ Surface wave amplitude $a_{1}$. (c,d) Near-resonant surface wave amplitudes $a_{n+}$ (dashed curves) and $a_{n-}$ (dash–dotted curves) for $n=2,\,3$. The amplitudes are normalized by the initial surface wave amplitude $a_{0}=a_{1}(t=0)$.

Figure 13

Figure 12. Numerical solutions of the amplitude equations given by (7.2) for the time evolution of the surface wave amplitudes for case I. Solid: $a_{1}(t)$; dashed: $a_{2_{+}}(t)$; dash–dotted: $a_{2_{-}}(t)$. The amplitude of the internal wave shows little change from its initial value and is not shown here. The amplitudes are normalized by the initial amplitude $a_{0}=a_{1}(t=0)$.

Figure 14

Figure 13. Numerical solutions for the time evolution of surface and interface displacements with realistic parameters $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}=0.99$ and $h_{1}/h_{2}=1/2$. The surface wave steepness is fixed as $\unicode[STIX]{x1D716}_{S}=0.06$ while two different internal wave steepnesses $\unicode[STIX]{x1D716}_{I}$ are used. (a,c) Surface wave displacements. (b,d) Internal wave displacements. (a,b) $\unicode[STIX]{x1D716}_{I}=0.05$; (c,d) $\unicode[STIX]{x1D716}_{I}=0.10$. The internal wave amplitudes shown in $(b)$ and $(d)$ are 25 and 45 times larger than the surface wave amplitudes in $(a)$ and $(c)$, respectively. Notice that the surface displacement is shown over one internal wavelength while the interface displacement is shown over the whole computational domain.

Figure 15

Figure 14. Surface and interface displacements at $\unicode[STIX]{x1D6FA}t=80$ over one internal wavelength from the numerical solutions shown in figure 13. (a,b) Surface wave displacements. (c,d) Internal wave displacements. (a,c) $\unicode[STIX]{x1D716}_{I}=0.05$. (b,d) $\unicode[STIX]{x1D716}_{I}=0.10$. Solid curves: simulated wave displacements. Dashed curves: theoretical upper wave envelope from (5.16) in § 5.2. Dotted curves: the interface displacements shown in $(b)$ to display the relative phase between the surface and interface displacements. The displacements are normalized with the initial surface wave amplitude $a_{0}=a_{1}(t=0)$.

Figure 16

Figure 15. Amplitude and slope modulation, $a^{\ast }$ and $m^{\ast }$, as functions $\unicode[STIX]{x1D6FA}t$ for surface wave steepness $\unicode[STIX]{x1D716}_{S}=0.06$ and three different internal wave steepnesses with oceanic parameters $\unicode[STIX]{x1D70C}_{1}/\unicode[STIX]{x1D70C}_{2}=0.99$ and $h_{1}/h_{2}=1/2$. Light grey: internal wave steepness $\unicode[STIX]{x1D716}_{I}=0.01$. Dark grey: $\unicode[STIX]{x1D716}_{I}=0.05$. Black: $\unicode[STIX]{x1D716}_{I}=0.10$. Dots: simulation. Solid curves: linear modulation theory given by (5.19)–(5.20). Dashed curves: smoothed numerical solutions.

Figure 17

Figure 16. Snapshots of amplitude spectrum for $a_{1}$ and $a_{n\pm }$$(n=2,3,\ldots ,11)$ at $k_{1}$ and $k_{n\pm }=k_{1}\pm (n-1)K$: $(a)$$\unicode[STIX]{x1D6FA}t=0$; $(b)$$\unicode[STIX]{x1D6FA}t=20$; $(c)$$\unicode[STIX]{x1D6FA}t=40$; $(d)$$\unicode[STIX]{x1D6FA}t=60$. Notice that all resonant waves appear near $k_{1}$ as $K/k_{1}=1/50$. The initial surface and internal wave steepnesses are given by $\unicode[STIX]{x1D716}_{S}=0.06$$\unicode[STIX]{x1D716}_{I}=0.1$, respectively.

Figure 18

Figure 17. Time evolution of the amplitudes of surface and internal waves for the oceanic condition. $(a)$ Internal wave amplitude $A$. $(b)$ Surface wave amplitude $a_{1}$. (c,d): Near-resonant surface wave amplitudes $a_{n+}$ (dashed curves) and $a_{n-}$ (dash–dotted curves) for $n=2,3$. The amplitudes are normalized by the initial amplitude $a_{0}=a_{1}(t=0)$. The initial surface and internal wave steepnesses are given by $\unicode[STIX]{x1D716}_{S}=0.06$ and $\unicode[STIX]{x1D716}_{I}=0.1$, respectively.