Boussinesq modeling of surface waves due to underwater landslides

Consideration is given to the influence of an underwater landslide on waves at the surface of a shallow body of fluid. The equations of motion that govern the evolution of the barycenter of the landslide mass include various dissipative effects due to bottom friction, internal energy dissipation, an...

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Main Authors: D. Dutykh, H. Kalisch
Format: Article
Language:English
Published: Copernicus Publications 2013-05-01
Series:Nonlinear Processes in Geophysics
Online Access:http://www.nonlin-processes-geophys.net/20/267/2013/npg-20-267-2013.pdf
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spelling doaj-146853a871d64f5f8e83e39d43d6bb032020-11-24T21:34:26ZengCopernicus PublicationsNonlinear Processes in Geophysics1023-58091607-79462013-05-0120326728510.5194/npg-20-267-2013Boussinesq modeling of surface waves due to underwater landslidesD. DutykhH. KalischConsideration is given to the influence of an underwater landslide on waves at the surface of a shallow body of fluid. The equations of motion that govern the evolution of the barycenter of the landslide mass include various dissipative effects due to bottom friction, internal energy dissipation, and viscous drag. The surface waves are studied in the Boussinesq scaling, with time-dependent bathymetry. A numerical model for the Boussinesq equations is introduced that is able to handle time-dependent bottom topography, and the equations of motion for the landslide and surface waves are solved simultaneously. <br><br> The numerical solver for the Boussinesq equations can also be restricted to implement a shallow-water solver, and the shallow-water and Boussinesq configurations are compared. A particular bathymetry is chosen to illustrate the general method, and it is found that the Boussinesq system predicts larger wave run-up than the shallow-water theory in the example treated in this paper. It is also found that the finite fluid domain has a significant impact on the behavior of the wave run-up.http://www.nonlin-processes-geophys.net/20/267/2013/npg-20-267-2013.pdf
collection DOAJ
language English
format Article
sources DOAJ
author D. Dutykh
H. Kalisch
spellingShingle D. Dutykh
H. Kalisch
Boussinesq modeling of surface waves due to underwater landslides
Nonlinear Processes in Geophysics
author_facet D. Dutykh
H. Kalisch
author_sort D. Dutykh
title Boussinesq modeling of surface waves due to underwater landslides
title_short Boussinesq modeling of surface waves due to underwater landslides
title_full Boussinesq modeling of surface waves due to underwater landslides
title_fullStr Boussinesq modeling of surface waves due to underwater landslides
title_full_unstemmed Boussinesq modeling of surface waves due to underwater landslides
title_sort boussinesq modeling of surface waves due to underwater landslides
publisher Copernicus Publications
series Nonlinear Processes in Geophysics
issn 1023-5809
1607-7946
publishDate 2013-05-01
description Consideration is given to the influence of an underwater landslide on waves at the surface of a shallow body of fluid. The equations of motion that govern the evolution of the barycenter of the landslide mass include various dissipative effects due to bottom friction, internal energy dissipation, and viscous drag. The surface waves are studied in the Boussinesq scaling, with time-dependent bathymetry. A numerical model for the Boussinesq equations is introduced that is able to handle time-dependent bottom topography, and the equations of motion for the landslide and surface waves are solved simultaneously. <br><br> The numerical solver for the Boussinesq equations can also be restricted to implement a shallow-water solver, and the shallow-water and Boussinesq configurations are compared. A particular bathymetry is chosen to illustrate the general method, and it is found that the Boussinesq system predicts larger wave run-up than the shallow-water theory in the example treated in this paper. It is also found that the finite fluid domain has a significant impact on the behavior of the wave run-up.
url http://www.nonlin-processes-geophys.net/20/267/2013/npg-20-267-2013.pdf
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