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Modelling of non-linear long water waves on a sloping beach

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EN
Abstrakty
EN
The paper deals with a non-linear problem of long water waves approaching a sloping beach. In order to describe the phenomenon we apply the Lagrange's system of material variables. With these variables it is much easier to solve boundary conditions, especially conditions on a shoreline. The formulation is based on the fundamental assumption for long waves propagating in shallow water of constant depth that vertical material lines of fluid particles remain vertical during entire motion of the fluid. The analysis is confined to one - dimensional case of unsteady water motion within a 'triangular' body of fluid. The partial differential equations of fluid motion, obtained by means of a variational pro-cedure, are then substituted by a system of equations resulting from a perturbation scheme with the second order expansion with respect to a small parameter. In this way the original problem bas been reduced to a system of linear partial differential equations with variable coefficients. The latter equations are, in turn, substituted by a system of dif-ference equations, which arf then integrated in a discrete time space by means of the Wilson-B method. The procedure developed in this paper may be a convenient tool in analysing non-breaking waves propagating in coastal zones of seas. Moreover, the model can also deliver useful results for cases when breaking of waves near a shoreline may be expected.
Twórcy
autor
  • Institute of Hydro-Engineering, Polish Academy of Sciences, 17 Waryńskiego St., 71-310 Szczecin, Poland, jks@ibwpan.gda.pl
Bibliografia
  • [1] Ch.C. Mei, The Applied Dynamics of Ocean Surface Waves, J. Wiley & Sons, New York, 1983.
  • [2] E. Van Groesen and E.M. de Jager, Mathematical Structures in Continuous Dynamical Systems, North-Holland, Amsterdam, 1995.
  • [3] G.F. Carrier and H.P. Greenspan, “Water waves of finite amplitude on a sloping beach”, J. Fluid Mechanics 4, 97–109 (1958).
  • [4] N. Shuto, “Run - up of long waves on a sloping beach”, Coastal Engineering in Japan 10, 23–38 (1967).
  • [5] M.W. Dingemans, Water Wave Propagation Over Uneven Bottoms, World Scientific, Singapore, New York, 1997.
  • [6] P.Wilde, “Long water waves in Lagrange’s description and variational formulation”, IBW-PAN, Gda´nsk, 1–34 (1999).
  • [7] J.J. Stoker, Water Waves, Interscience, New York, 1957.
  • [8] J.V. Wehausen and E.V. Laitone, “Surface waves”, in Encyclopaedia of Physics, vol. IX, ed. by S. Flugge, Fluid Dynamics III, Springer-Verlag, Berlin, 1960.
  • [9] R.K.C. Chan and A.L. Street, “A computer study of finite - amplitude water waves”, J. Comp. Physics 6, 68–94 (1970).
  • [10] J. Bathe, Finite Element Procedures in Engineering Analysis, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, 1982.
  • [11] P. Wilde and M. Wilde, “On the generation of water waves in a flume”, Archives of Hydro-Engineering and Environmental Mechanics 48 (4), 69–83 (2001).
  • [12] S.R. Massel, Hydrodynamics of Coastal Zones, Elsevier, Amsterdam, 1989.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG5-0016-0024
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