Abstract
A simplified nonlinear dispersive BOUSSINESQ system of the BENJAMIN–BONA–MAHONY (BBM)-type, initially derived by MITSOTAKIS (2009), is employed here in order to model the generation and propagation of surface water waves over variable bottom. The simplification consists in prolongating the so-called BOUSSINESQ approximation to bathymetry terms, as well. Using the finite element method and the FreeFem++ software, we solve this system numerically for three different complexities for the bathymetry function: a flat bottom case, a variable bottom in space, and a variable bottom both in space and in time. The last case is illustrated with the JAVA 2006 tsunami event. This article is designed to be a pedagogical paper presenting to tsunami wave community a new technology and a novel adaptivity technique, along with all source codes necessary to implement it.
| Original language | British English |
|---|---|
| Article number | 351 |
| Pages (from-to) | 1-23 |
| Number of pages | 23 |
| Journal | Geosciences (Switzerland) |
| Volume | 10 |
| Issue number | 9 |
| DOIs | |
| State | Published - Sep 2020 |
Keywords
- Co-seismic displacements
- Domain adaptation
- Finite elements
- FreeFem++
- Mesh adaptation
- Tsunami wave
- Tsunami wave energy
- Unstructured meshes
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