Abstract
The 2011 Tohoku Tsunami left innumerable sites with large scale scouring near failed coastal structures. This was a major cause of failure, and the reconstruction of these structures in a robust way requires determination of the mechanisms and prediction of the scouring. Two mechanisms are known for tsunami scouring: erosion by the bottom shear stress and liquefaction by the pore pressure, however, these mechanisms have not been compared yet in their effects. This study aims to quantify these mechanisms and predict the scouring by the 2011 Tohoku tsunami. For this approach, we developed a numerical model by the quasi-3D finite volume method by meshing horizontally in water and vertically in ground. After validating our model, we have applied it to the breach point of a coastal levee hit by the tsunami. We can conclude that erosion by the bottom shear stress has the major role, however, the fluidisation still has innegligible effect in 28% to the maximum erosion depth.
Original language | English |
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Pages (from-to) | 872-876 |
Number of pages | 5 |
Journal | Journal of Coastal Research |
Volume | 1 |
Issue number | 75 |
DOIs | |
Publication status | Published - 2016 Mar 1 |
Event | 14th International Coastal Symposium, ICS 2016 - Sydney, Australia Duration: 2016 Mar 6 → 2016 Mar 11 |
Keywords
- Liquefaction
- Pore pressure
- Quasi-3D finite volume method
ASJC Scopus subject areas
- Ecology
- Water Science and Technology
- Earth-Surface Processes