Abstract
In this paper we study the propagation of two-dimensional periodic waves in an inviscid continuously stratified fluid with a free surface in the frequency range from \({{10}^{{ - 4}}}\) to \(5\,\, \times \,\,{{10}^{2}}\) Hz. Dispersion relations, as well as expressions for phase and group velocities for surface and internal waves in physically observable variables, are given. The fluid is shown to behave as homogeneous when the wavelength reaches values on the order of the stratification scale. As the wave frequency approaches the buoyancy frequency, the energy transfer rate decreases: the group velocity of surface waves tends to zero, while the phase velocity tends to infinity. In the case of infinitesimal perturbations of a stratified fluid with a free surface, surface and internal waves exist in separated frequency intervals.
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REFERENCES
H. Lamb, Hydrodynamics (Dover, New York, 1945; GITTL, Moscow–Leningrad, 1949).
N. E. Kochin, I. A. Kibel’, and I. V. Roze, Theoretical Hydromechanics, vol. 1 (Gos. izd. fiz.–mat. lit., Moscow, 1963) [in Russian].
W. Thomson, “Hydrokinetic solutions and observations,” Philos. Mag. 42, 362–377 (1871).
G. G. Stokes, “On the theory of oscillatory waves,” Trans. Cambridge Philos. Soc. 8, 441–455 (1847).
Lord Rayleigh, “Investigation of the character of the equilibrium of an incompressible heavy fluid of variable density,” Proc. London Math. Soc. 14 (1), 170–177 (1882).
V. Väisalä, “Über die Wirkung der Windschwankungen auf die Pilotbeoachtungen,” Soc. Sci. Fenn. Commentat. Phys.-Math. 2, 19–37 (1925).
D. Brunt, “The period of simple vertical oscillations in the atmosphere,” Q. J. R. Meteorol. Soc. 53, 30–32 (1927).
L. Prandtl, Hydro- und Aeromechanik (Julius Springer, Berlin, 1929; IIL, Moscow, 1951).
J. Lighthill, Waves in Fluids (Cambridge Univ. Press, 1979; Mir, Moscow, 1981).
Yu. D. Chashechkin, " Transfer of the substance of a colored drop in a liquid layer with travelling plane gravity–capillary waves," Izv., Atmos. Ocean. Phys. 58 (2), 188–197 (2022).
C. Lautenbacher, “Gravity wave refraction by islands,” J. Fluid Mech. 41 (3), 655–672 (1970).
J. Miles, “On surface-wave diffraction by a trench,” J. Fluid Mech. 115, 315–325 (1982).
G. B. Whitham, Linear and Nonlinear Waves (Wiley, New York, 1974; Mir, Moscow, 1977).
N. M. Gavrilov and A. A. Popov, “Modeling seasonal variations in the intensity of internal gravity waves in the lower thermosphere,” Izv., Atmos. Ocean. Phys. 58 (1), 68–79 (2022).
B. Kinsman, Wind Waves (Prentice-Hall, Englewood Cliffs, NJ, 1965).
L. H. Holthuijsen, Waves in Oceanic and Coastal Waters (CUP, Cambridge, 2007).
I. I. Potapov and Yu. G. Silakova, “On the development of wave disturbances of the bottom surface in rivers and channels,” Izv., Atmos. Ocean. Phys. 57 (2), 192–196 (2021).
L.-P. Hung and W.-T. Tsai, “The formation of parasitic capillary ripples on gravity–capillary waves and the underlying vortical structures,” J. Phys. Oceanogr. 39 (2), 263–269 (2009).
A. V. Kistovich and Yu. D. Chashechkin, “Surface oscillations of a free-falling droplet of an ideal fluid,” Izv., Atmos. Ocean. Phys. 54 (2), 182–188 (2018).
K. N. Fedorov, The Thermohaline Finestructure of the Ocean (Gidrometeoizdat, Leningrad, 1976) [in Russian].
S. A. Thorpe, The Turbulent Ocean (Cambridge University Press, 2005).
Y. D. Chashechkin, “Foundations of engineering mathematics applied for fluid flows,” Axioms 10 (4), 286 (2021).
A. V. Kistovich and Yu. D. Chashechkin, “Linear theory of the propagation of internal wave beams in an arbitrarily stratified fluid,” J. Appl. Mech. Tech. Phys. 39 (5), 729–737 (1998). https://doi.org/10.1007/BF02468043
W. H. Munk, “Long ocean waves,” in The Sea: Ideas and Observations on Progress in the Study of the Sea (Wiley, New York, 1962), pp. 647–663.
N. G. de Bruijn, Asymptotic Methods in Analysis (North-Holland, Amsterdam, 1958; IIL, Moscow, 1961).
N. Fröman and P. O. Fröman, JWKB approximation. Contribution to the Theory (North-Holland, Amsterdam, 1965; IIL, Moscow, 1967).
A. H. Nayfeh, Introduction to Perturbation Techniques (Wiley-Interscience, 1981; Mir, Moscow, 1984).
ACKNOWLEDGMENTS
We thank an unknown member of the editorial board of the journal for valuable comments.
Funding
The work was supported by the Russian Science Foundation, project 19-19-00598 “Hydrodynamics and Energetics of a Drop and Drop Jets: Formation, Motion, Decay, Interaction with the Contact Surface,” https://rscf.ru/project/19-19-00598/).
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Translated by A. Ivanov
APPEDNIX A
APPEDNIX A
In the Boussinesq approximation, the second equation of system (2) with allowance for accepted density distribution function (1) can be written as follows:
In the linear approximation, Eq. (A.1) in terms of components will be written as
It should be noted that, in expression (A.2), there are no pressure components responsible for the hydrostatic pressure of a liquid column with a constant density of \({{\rho }_{{00}}}\). We write the velocity components in terms of the \(\psi \) stream function and differentiate the upper equation of system (A.2) with respect to the z coordinate and the lower equation with respect to the x coordinate:
We subtract the lower equation from the upper equation and obtain an equation relating the \(\psi \)stream function and the \(s\) density perturbation:
The continuity equation with allowance for the accepted assumptions and notation will be rewritten in the form
With allowance for the introduction of the stream function,
the continuity equation will be rewritten:
In a linear approximation,
is true.
We differentiate Eq. (A.4) with respect to time, Eq. (A.8) with respect to the x variable, multiply the latter by g, and add the results:
For the case of exponential stratification, Eq. (A.9) can be written explicitly:
Up to the notation adopted in the paper, Eq. (A.10) coincides with Eq. (3) in the main text of the paper.
It can be shown that the solution of linearized problem (7) and (14) nullifies nonlinear term \(\left( {{\mathbf{u}} \cdot \nabla } \right){\mathbf{u}}\) in the Euler equation in system (2). Indeed, substitution of both (7) and (14) into \(\left( {{\mathbf{u}} \cdot \nabla } \right){\mathbf{u}}\) produces
Therefore, it can be argued that the solution of the linearized problem satisfies system (2) in the given problem formulation.
APPEDNIX B
The first root of dispersion equation (13) takes the form
For surface waves, \(\omega > 1\), the expression in the denominator is always positive. The first term in the numerator is negative while the second term is positive. If we neglect the small terms containing ε (which make a positive contribution), then we obtain an expression that coincides with the similar one for an ideal homogeneous liquid:
Comparing the negative and positive terms, we can see that they are equal to each other at ω = 1 only. Accounting for the stratification of the liquid leads to an increase in the modulus of the positive term only.
The two remaining roots are complex conjugate and are as follows:
As can be seen, the real part of the complex conjugate roots coincides with the first root up to a factor of \( - \frac{1}{2}\).
The condition for the physical realization of the roots of the dispersion relations arises due to the need for motion attenuation with depth,
and, for the existence of components in the wave vector responsible for the wave motion,
and/or
Condition (B.4) is satisfied only by root (B.1). In this case, for surface waves, this condition is satisfied both for waves with a frequency greater than the buoyancy frequency (in dimensionless variables, \(\omega > 1\)) and for waves with a frequency less than the buoyancy frequency (\(\omega < 1\)).
For surface waves, the relation between the \({{k}_{x}}\) and \({{k}_{z}}\) components in a dimensionless form is as follows:
for waves with a frequency greater than the buoyancy frequency,
and for waves with a frequency less than the buoyancy frequency,
is true.
For real liquids, \(\varepsilon \ll 1\), and if we expand expression (B.1) in a series in terms of a small parameter ε, then no imaginary component is detected in the \({{k}_{z}}\) wavenumber component at least up to terms of the 20th order of smallness. Based on expressions (B.9) and the conditions for the physical realization of the roots of dispersion equation (B.4)–(B.6), it can be argued that, for surface waves, only one root (B.1) is physically realizable in the frequency range greater than the frequency buoyancy.
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Ochirov, A.A., Chashechkin, Y.D. Two-Dimensional Periodic Waves in an Inviscid Continuously Stratified Fluid. Izv. Atmos. Ocean. Phys. 58, 450–458 (2022). https://doi.org/10.1134/S0001433822050085
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DOI: https://doi.org/10.1134/S0001433822050085