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Abstrakty
Shallow water equations formulated in material variables are presented in this paper. In the model considered, a three-dimensional physical problem is substituted by a two-dimensional one describing a transformation of long waves in water of variable depth. The latter is obtained by means of the assumption that a vertical column of water particles remains vertical during the entire motion of the fluid. Under the assumption of small, continuous variation of the water depth, the equations for gravity waves are derived through Hamilton's principle formulated in terms of the material coordinates. This formulation ensures the conservation of mechanical energy. The approximation depends on the wave parameters as well as on the bed bathymetry. The latter may influence a solution of the model decisively; thus, one should be careful in applying the description to complicated geometries of fluid domains encountered in engineering practice.
Słowa kluczowe
Rocznik
Tom
Strony
63--83
Opis fizyczny
Bibliogr. 16 poz., il.
Twórcy
autor
autor
- Institute of Hydro-Engineering of the Polish Academy of Sciences (IBW PAN), ul. Waryńskiego 17, 71-310 Szczecin, Poland, jks@ibwpan.gda.pl
Bibliografia
- 1. Abbott M. B. (1979) Computational Hydraulics, Pitman, London. Bathe J. (1982) Finite Element Procedures in Engineering Analysis, Prentice-Hall Inc., Englewood Cliffs, New Jersey.
- 2. Carrier G. F., Greenspan H. P. (1958) Water waves of finite amplitude on a sloping beach, J. Fluid
- 3. Mechanics, 4, 97–109.
- 4. Chan R. K. C., Street R. L. (1970) A computer study of finite-amplitude water waves, J. Computational Physics, 6, 68–94.
- 5. ChybickiW. (2006) Surface Wave Propagation over Uneven Bottom,Wydawnictwo IBWPAN, Gdansk (in Polish).
- 6. Chybicki W. (2007) Two-dimensional non-linear long waves in non-uniform water areas, Inzynieria Morska i Geotechnika, (4), 215–219 (in Polish).
- 7. Dingemans M. W. (1997) Water Wave Propagation over UnevenBottoms, World Scientific, Singapore, New York.
- 8. Goto C. (1979) Nonlinear Equation of Long Waves in the Lagrangian Description, Coastal Engineering in Japan, 22, 1–9.
- 9. Kapinski J. (2004) Two-dimensional modelling of wave motion in shallow-water areas, Archives of Hydro-Engineering and Environmental Mechanics, 51 (1), 3–24.
- 10. Madsen P. A., Sch¨affer H. A. (1999) A review of Boussinesq-type equations for surface gravity waves, in Advances in Coastal and Ocean Engineering, Vol. 5, Ed. P. L.-F. Liu, World Scientific, Singapore.
- 11. Miles J., Salmon R. (1985) Weakly dispersive nonlinear gravity waves, J. Fluid Mech., 157, 519–531.
- 12. Shuto N. (1967) Run-up of long waves on a sloping beach, Coastal Engineering in Japan, 10, 23–37.
- 13. Stoker J. J. (1948) The formation of breakers and bores, Comm. Pure Applied Math., 1 (1), 1–87.
- 14. Szmidt K. (2006) Modelling of non-linear long water waves on a sloping beach, Bull. of the Polish Academy of Sciences, Technical Sciences, 54 (4), 381–389.
- 15. Wilde P., Chybicki W. (2004) Long water waves as a structure – fluid interaction problem, Archives of Hydro-Engineering and Environmental Mechanics, 51 (2), 95–118.
- 16. Wilde P., Wilde M. (2001) On the generation of water waves in a flume, Archives of Hydro-Engineering and Environmental Mechanics, 48 (4), 69–83.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT8-0014-0004