A New Coastal Wave Model. Part V: Five-Wave Interactions

Ray Q. Lin Hydromechanics Directorate, David Taylor Model Basin, West Bethesda, Maryland

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Will Perrie Ocean Sciences Division, Fisheries and Oceans Canada, Bedford Institute of Oceanography, Dartmouth, Nova Scotia, Canada

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Abstract

The authors study the action flux associated with three-dimensional wave–wave interactions of ocean surface waves. Over deep water, two-dimensional wave–wave interactions are dominant: the three-dimensional five-wave interactions are two orders of magnitude smaller than the two-dimensional four-wave interactions. However, the five-wave interactions become increasingly important as the water depth decreases. Because of the effects of finite depth, three-dimensional five-wave interactions, involving steep finite-amplitude waves, dominate over two-dimensional four-wave interactions. Specifically, when the water depth h is less than 10 m, or nondimensionalizing with the spectral peak wavenumber Kp when Kph ≤ 3.6 and nonlinearity, ϵ = Ka(3 + tanh2Kh)/4 tanh3Kh ≥ 0.3, the five-wave interactions completely dominate. Results are consistent with the instability study by McLean.

Corresponding author address: Dr. Ray Q. Lin, Hydromechanics Directorate, David Taylor Model Basin, NSWC, Code 5030, Carderock Division, 9500 MacArthur Blvd., West Bethesda, MD 20817-5700.

Abstract

The authors study the action flux associated with three-dimensional wave–wave interactions of ocean surface waves. Over deep water, two-dimensional wave–wave interactions are dominant: the three-dimensional five-wave interactions are two orders of magnitude smaller than the two-dimensional four-wave interactions. However, the five-wave interactions become increasingly important as the water depth decreases. Because of the effects of finite depth, three-dimensional five-wave interactions, involving steep finite-amplitude waves, dominate over two-dimensional four-wave interactions. Specifically, when the water depth h is less than 10 m, or nondimensionalizing with the spectral peak wavenumber Kp when Kph ≤ 3.6 and nonlinearity, ϵ = Ka(3 + tanh2Kh)/4 tanh3Kh ≥ 0.3, the five-wave interactions completely dominate. Results are consistent with the instability study by McLean.

Corresponding author address: Dr. Ray Q. Lin, Hydromechanics Directorate, David Taylor Model Basin, NSWC, Code 5030, Carderock Division, 9500 MacArthur Blvd., West Bethesda, MD 20817-5700.

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  • Crawford, D. R., P. G. Saffman, and H. C. Yuen, 1980: Evolution of a random inhomogeneous field of nonlinear deep-water gravity waves. Wave Motion,2, 1–16.

  • ——, B. M. Lake, P. G. Saffman, and H. C. Yuen, 1981: Stability of weakly nonlinear deep-water waves in two and three dimensions. J. Fluid Mech.,105, 177–191.

  • Dyachenko, A. I., Y. V. Lvov, and V. E. Zakharov, 1995: Five-wave interaction on the surface of deep fluid. Physica D,87, 231–266.

  • Gallagher, B., 1971: Generation of surf beats by nonlinear wave interactions. J. Fluid Mech.,49, 1–20.

  • Hasselmann, K., 1962: On the nonlinear energy transfer in a gravity-wave spectrum, Part I. General theory. J. Fluid Mech.,12, 481–500.

  • Krasitskii, V. P., 1994: On reduced equations in the Hamiltonian theory of weakly non-linear surface waves. J. Fluid Mech.,272, 1–20.

  • Lake, B. M., H. Rungaldier, and W. E. Ferguson, 1977: Nonlinear deep-water waves: Theory and experiment. Part 2. Evolution of a continuous wave train. J. Fluid Mech.,83, 49–53.

  • Lin, R.-Q., 1990: Double column instabilities in the barotropic annulus. Geophys. Astrophys. Fluid Dyn.,54, 161–188.

  • ——, and W. Perrie, 1997a: A new coastal wave model. Part III: Nonlinear wave-wave interactions. J. Phys. Oceanogr.,27, 1813–1826.

  • ——, F. Busse, and M. Ghil, 1988: Transition to two-dimensional turbulent convection in a rapidly-rotating annulus. Geophys. Astrophys. Fluid Dyn.,45, 137–157.

  • Longuet-Higgins, M. S., 1978: The instabilities of gravity waves of finite amplitude in deep water. II. Subharmonics. Proc. Roy. Soc. London,A 360, 489–505.

  • ——, 1976: On the nonlinear transfer of energy in the peak of a gravity wave spectrum: A simplified model. Proc. Roy. Soc. London,A 347, 311–328.

  • ——, and N. D. Smith, 1966: An experiment on third-order resonant wave interactions. J. Fluid Mech.,25, 417–435.

  • Martin, D. U., and H. C. Yuen, 1980: Quasi-recurring energy leakage in the two-dimensional nonlinear Schrödinger equation. Phys. Fluid,23, 881–883.

  • McGoldrick, L. F., O. M. Phillips, N. Huang, and T. H. Hodgson, 1966: Measurements on resonant wave interactions. J. Fluid Mech.,25, 437–456.

  • McLean, J. W., 1982: Instabilities of finite-amplitude gravity waves on water of finite depth. J. Fluid Mech.,114, 331–341.

  • Phillips, O. M., 1960: On the dynamics of unsteady gravity waves of finite amplitude. J. Fluid Mech.,9, 193–217.

  • ——, 1977: The Dynamics of the Upper Ocean. Cambridge University Press, 336 pp.

  • Su, M. Y., 1982a: Three dimensional deep-water waves, Part I, Experimental measurement of skew and symmetric wave patterns. J. Fluid Mech.,124, 73–108.

  • ——, 1982b: Evolution of groups of gravity waves with moderate to high steepness. Phys. Fluids,25, 2167–2174.

  • Whitham, G. B., 1974: Linear and Nonlinear Waves. John Wiley and Sons, 628 pp.

  • Yuen, H. C., and B. M. Lake, 1982: Nonlinear dynamics of deep water gravity waves. Adv. Applied Mech.,22, 67–229.

  • Zakharov, V. E., 1968: Stability of periodic waves of finite amplitude on the surface of deep fluid. Zh. Prikl. Mekh. Tekh. Fiz.,3(2), 80–94.

  • ——, 1991: Inverse and direct cascade in the wind-driven surface wave turbulence wave-breaking. Breaking Waves IUTAM Symp. Sydney/Australia, Sydney, Australia, Int. Union Theoret. Appl. Mech., 70–91.

  • Zauderer, E., 1983: Partial Differential Equations of Applied Mathematics. John Wiley and Sons, 779 pp.

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