Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
A new mathematical model for prediction of a two-dimensional wave motion in shallow water is presented herein. It can be applied to investigate shoaling, diffraction, refraction, breaking, bottom friction and wave run-up on a beach, as well as mass transport and orbital motion. The model also includes an oblique wave approach to the shore and irregular bottom topography. Such engineering constructions as seawalls, breakwaters and groins are simulated numerically. Simple results of computations, shown in graphic form, indicate possible practical applications of the model.
Rocznik
Tom
Strony
3--24
Opis fizyczny
Bibliogr. 4 poz., il.
Twórcy
autor
- Institute of Hydro-Engineering of the Polish Academy of Sciences ul. Kościerska 7, 80-953 Gdańsk, Poland, kapinski@ibwpan.gda.pl
Bibliografia
- Kapinski J. (2003), Lagrangian-Eulerian Approach to Modelling of Wave Transformation and Flow Velocity in the Swash Zone and its Seaward Vicinity, Archives of Hydro-Engineering and Environmental Mechanics, Vol. 50, 165–192.
- Kapinski J., Kołodko J. (1996), Wave run-up on Gentle Slopes: a Hybrid Approach, Archives of Hydro-Engineering and Environmental Mechanics, Vol. 43, 79–89.
- Potter D. (1973), Computational Physics, John Willey & Sons, London, New York, Sydney, Toronto.
- Voltzinger N. E., Klevanny K. A., Pelinovsky E. N. (1989), Long-Wave Dynamics of the Coastal Zone, Gidrometeoizdat Publishers, Leningrad (in Russian).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BAT3-0011-0012