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Modelling of gravity waves in water of finite depth

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Treść / Zawartość
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
An extension of shallow water theory proposed by Wilde (Wilde, Chybicki 2000), for finite water depth and based on the Lagrangian type formalism is presented. As in Bussinesq-type models the vertical dimension is being eliminated and the horizontal displacement is expanded in the even power series of vertical variable Y, but only two terms - with power null and two are taken into account. Based on continuity equation, vertical displacement is expressed in terms of horizontal displacement and its derivatives. The equations of motion are derived from a Hamilton principle applied to Lagrangian function being a difference of kinetic and potential energy. In order to solve the set of governing equations a direct method of variational calculus has been applied. The solutions preserve total energy. The numerical simulations have been verified experimentally, in terms of wave measurements in the flume, for various wave heights and ratios of wavelength to water depth, showing good conformity between measured and calculated values. The theory presented here can also be applied for the case of varying depth.
Twórcy
autor
  • Institute of Hydro-Engineering of the Polish Academy of Sciences ul. Kościerska 7, 80-953 Gdańsk, Poland, wchyb@ibwpan.gda.pl
Bibliografia
  • Chamberlain P. G., Porter D. (1995), The Modified Mild-Slope Equation, J. Fluid Mech., 291, 393–407.
  • Dingemans M. W. (1997a), Water Wave Propagation over Uneven Bottoms. Part 1 Linear Wave Propagation, Word Scientific Pub., Singapore.
  • Dingemans M. W. (1997b), Water Wave Propagation over Uneven Bottoms. Part 2 Non-linear Wave Propagation, Word Scientific Pub., Singapore.
  • Luke J. C. (1967), A Variational Principle for a Fluid with a Free Surfaces, J. Fluid Mech., Vol. 27, 395–397.
  • Liu P. L.-F. (1995), Model Equations for Wave Propagation from Deep to Shallow Water, Adv. in Coastal & Ocean Engineering, 1, 125–157.
  • Madsen P. A., Murray R. & Sorensen O. R. (1991), A New Form of the Boussinesq Equation with Improved Linear Dispersion Characteristics, Coastal Engineering, 15, 371–388.
  • Massel S. R. (1989), Hydrodynamics of Coastal Zones, Elsevier, Amsterdam.
  • Peregrine D. H. (1967), Long Waves on Beach, J. Fluid Mech., Vol. 27, 815–827.
  • Stoker J. J. (1957), Water Waves, Inter Science Publishers, New York.
  • Ursell F. (1953), The Long Wave Paradox in the Theory of Gravity Waves, Proc. Cambridge Philos. Soc., 49.
  • Wei G., Kirby J. T., Grili S. T., Subramanya R. (1995), A Fully Nonlinear Boussineq Model for Surface Waves: Part 1. Highly Nonlinear Unsteady Waves, J. Fluid Mech., 294, 71–92.
  • Wei G., Kirby J. T., Sinha A. (1999), Generation of Waves in Boussinesq Models Using a Source Function Method, Coastal Engineering, Vol. 36, No. 4, 271–299.
  • Wilde P., Chybicki W. (2000), Numerical Solution for Long Waves in Lagrange’s Description (in Polish), Internal Report of IBW PAN.
  • Whitham G. B. (1974), Linear and Non-linear Waves, J. Wiley & Sons, New York.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0011-0007
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