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A new form of Boussinesq equations for long waves in water of non-uniform depth

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The paper describes the non-linear transformation of long waves in shallow water of variable depth. Governing equations of the problem are derived under the assumption that the non-viscous fluid is incompressible and the fluid flow is a rotation free. A new form of Boussinesq-type equations is derived employing a power series expansion of the fluid velocity components with respect to the water depth. These non-linear partial differential equations correspond to the conservation of mass and momentum. In order to find the dispersion characteristic of the description, a linear approximation of these equations is derived. A second order approximation of the governing equations is applied to study a time dependent transformation of waves in a rectangular basin of water of variable depth. Such a case corresponds to a spatially periodic problem of sea waves approaching a near-shore zone. In order to overcome difficulties in integrating these equations, the finite difference method is applied to transform them into a set of non-linear ordinary differential equations with respect to the time variable. This final set of these equations is integrated numerically by employing the fourth order Runge - Kutta method.
Rocznik
Strony
631--643
Opis fizyczny
Bibliogr. 12 poz., rys., tab.
Twórcy
autor
  • Institute of Hydro-Engineering Polish Academy of Sciences, 17 Waryńskiego St., 71-310 Szczecin, Poland
Bibliografia
  • [1] G. Wei, J.T. Kirby, S.T. Grilli, and R. Subramanya, “A fully nonlinear Boussinesq model for surface waves. Part 1. Highly nonlinear unsteady waves”, J. Fluid Mech. 294, 71-92 (1995).
  • [2] D.H. Peregine, “Long waves on a beach”, J. Fluid Mech. 27 (4), 815-827 (1967).
  • [3] O. Nwogu, “Alternative form of Boussinesq equations for nearshore wave propagation”, J. Waterway, Port, CoastalOcean Engng. ASCE 119, 618-638 (1993).
  • [4] N.E. Voltzinger, K.A. Klievanny, and E.N Pelinovsky, LongwaveDynamics of Near-shore Zones, Hydro-Meteorology Publisher, Leningrad, 1989, (in Russian).
  • [5] P.A. Madsen, R. Murray and O.R. Sorensen, “A new form of the Boussinesq equations with improved linear dispersion characteristics”, Coastal Engineering 15, 371-388 (1991).
  • [6] M.W. Dingemans, Water Wave Propagation over Uneven Bottoms, World Scientific, Singapore, 1997.
  • [7] P.A. Madsen and H.A. Sch¨affer, “A review of Boussinesq-type equations for surface gravity waves”, in Advances in Coastaland Ocean Engineering, ed. P.L.-F. Liu, vol. 5, World Scientific, Singapore, 1999.
  • [8] J.M. Witting, “A unified model for the evolution of nonlinear water waves”, J. Computational Physics 56, 203-236 (1984).
  • [9] Y. Chen and Ph. L.-F. Liu, “Modified Boussinesq equations and associated parabolic models for water wave propagation”, J. Fluid Mech. 288, 351-381 (1995).
  • [10] R.K.C. Chan and R.L. Street, “A computer study of finite - amplitude water waves”, J. Computational Physics 6, 68-94 (1970).
  • [11] Å. Björck and G. Dahlquist, Numerical Methods, PWN, Warszawa, 1983, (in Polish).
  • [12] P. Wilde and M. Wilde, “On the generation of water waves in a flume”, Archives Hydro-Engineering and EnvironmentalMechanics 48 (4), 69-83 (2001).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG8-0096-0025
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