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Tytuł artykułu

Reflection and transmission of nonlinear water waves at a semi-submerged dock

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Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
A theoretical approach is applied to predict reflection and transmission of nonlinear water waves at a semi-submerged dock. The solution was achieved analytically and by the method of matched eigenfunction expansions. The results show that the dock geometry has a significant effect on the nonlinear components of wave reflection and transmission. The reflection and transmission of nonlinear waves simultaneously increase with increasing dock width for shallow water waves and decrease with increasing dock width for intermediate- and deep-water waves, which is an interesting outcome. A similar simultaneous increase or decrease of nonlinear wave reflection and transmission was observed for the changes of the dock draft. Moreover, the solution reveals that nonlinear wave components may provide a significant contribution to the wave field for a wide range of wave parameters. The nonlinear components of wave reflection and transmission may exceed many times the amplitudes of the corresponding second-order Stokes waves as well as the amplitudes of the corresponding linear components. This phenomenon occurs within the commonly accepted range of the applicability of the second-order wave theory and implies a need to include scattered nonlinear wave components in the analysis of many problems of practical importance, including sediment transport, for which second-order waves have been shown to be the main driving force. Laboratory experiments were conducted to verify nonlinear wave field components. Theoretical results are in reasonable agreement with experimental data.
Rocznik
Strony
237--260
Opis fizyczny
Bibliogr. 25 poz., wykr.
Twórcy
autor
  • Institute of Hydroengineering, Polish Academy of Science, Kościerska 7, 80-328 Gdańsk, Poland
Bibliografia
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  • 4. W. Sulisz, W. G. McDougal, Wave interaction with a composite breakwater, Proceedings of the International Conference on Computer Modeling in Ocean Engineering, A.A. Balkema, Rotterdam, The Netherlands, 715-721, 1988.
  • 5. C. C. Mei, J. L. Black, Scattering of surface waves by rectangular obstacles in waters of finite depth, Journal of Fluid Mechanics, 38, 3, 499-511, 1969.
  • 6. J. L. Black, C. C. Mei, M. C. G. Bray, Radiation and scattering of water waves by rigid bodies, Journal of Fluid Mechanics, 46, 1, 151-164, 1971.
  • 7. B. le Mehaute, Permeability of rubble-mound breakwaters for periodic gravity waves, La Houille Blanche, 6, 903-919, 1957.
  • 8. K. J. Bai, R. W. Yeung, Numerical solutions to free-surface flow problems, Proc. Tenth Naval Hydrodynamics Symposium, Cambridge, MA, 609—633, 1974.
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  • 10. W. G. McDougal, W. Sulisz, Seabed stability near floating structures. Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 115, 6, 727-739, 1989.
  • 11. W. Sulisz, M. Johansson, Second-order wave loading on a horizontal rectangular cylinder of substantial draught, Applied Ocean Research, 14, 333-340, 1992.
  • 12. W. Sulisz, Wave loads on caisson founded on multilayered rubble base, Journal of Waterway, Port, Coastal and Ocean Engineering, ASCE, 123, 3, 91-101, 1997.
  • 13. H. O. Faltinsen, E. A. Lokeno, Slow drift oscillations of a ship in irregular waves, Applied Ocean Research, 1, 1, 21-31, 1979.
  • 14. W. Sulisz, Diffraction of second-order surface waves by semi-submerged horizontal rectangular cylinder, Journal of Waterway, Port, Coastal, and Ocean Engineering, ASCE, 119, 2, 160-171, 1993.
  • 15. W. Li, N. Williams, The diffraction of second-order bichromatic waves by a semi-immersed horizontal rectangular cylinder, Journal of Fluid and Structures, 13, 381-397,
  • 16. W. Sulisz, Nonlinear wave diffraction problem for a rectangular obstacle. Chapter 4, Non-linear Water Wave Interaction, Mahrenholtz & M. Markiewicz [eds.], International Series on Advances in Fluid Mechanics, Computational Mechanics Publications, Southampton, 1999.
  • 17. J. V. Wehausen, Surface Waves, [in:] Handbuch der Physik, 9, Springer, Berlin, 446-778, 1960.
  • 18. W. Sulisz, M. Paprota, Modeling of the propagation and evolution of nonlinear waves in a wave train, Archives of Mechanics, 63, 3, 311—335, 2011.
  • 19. W. Sulisz, W. G. McDougal, C. K. Sollitt, Water wave interaction with rubble toe protection, Ocean Engineering, 16, 5/6, 463-473, 1989.
  • 20. J. A. Bailard, An energetic total load sediment transport model for a plane sloping beach, Journal of Geophisical Research, 86, ell, 10938-10954, 1981.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-4a48b861-ee4e-4989-9abd-9917a7d1b03f
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