Articles | Volume 17, issue 5
https://doi.org/10.5194/nhess-17-693-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
https://doi.org/10.5194/nhess-17-693-2017
© Author(s) 2017. This work is distributed under
the Creative Commons Attribution 3.0 License.
the Creative Commons Attribution 3.0 License.
Simulations of moving effect of coastal vegetation on tsunami damping
Department of Civil Engineering, National Chung Hsing University,
Taichung 402, Taiwan
Ying-Chi Chen
Department of Civil Engineering, National Chung Hsing University,
Taichung 402, Taiwan
Tri Octaviani Sihombing
Department of Civil Engineering, Maranatha Christian University,
Bandung, West Java 40164, Indonesia
Chang Lin
Department of Civil Engineering, National Chung Hsing University,
Taichung 402, Taiwan
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Cited
16 citations as recorded by crossref.
- A novel local-drag-force-based approach for simulating wave attenuation by mangrove forests using a 3D-SPH method M. Peng et al. 10.1016/j.oceaneng.2024.118001
- Forest density is more effective than tree rigidity at reducing the onshore energy flux of tsunamis A. Mukherjee et al. 10.1016/j.coastaleng.2023.104286
- Long waves dissipation and harmonic generation by coastal vegetation C. Chang & P. Liu 10.1016/j.apor.2018.10.001
- Scientific Evidence for the Effectiveness of Mangrove Forests in Reducing Floods and Associated Hazards in Coastal Areas C. Ihinegbu et al. 10.3390/cli11040079
- A fluid–structure interaction model for free-surface flows and flexible structures using smoothed particle hydrodynamics on a GPU J. O’Connor & B. Rogers 10.1016/j.jfluidstructs.2021.103312
- Numerical Study on Wave Attenuation of Tsunami-Like Wave by Emergent Rigid Vegetation K. Qu et al. 10.1142/S1793431121500287
- Numerical investigation of solitary wave run-up attenuation by patchy vegetation C. Zhao et al. 10.1007/s13131-020-1572-6
- Numerical investigation of damping effect and flow characteristics induced by rigid vegetation in current-wave flows Y. Huang et al. 10.1016/j.oceaneng.2024.118216
- A 3D numerical simulation-based methodology for assessment of landslide-generated impulse waves: a case study of the Tersun Dam reservoir (NE Turkey) M. Karahan et al. 10.1007/s10346-020-01440-4
- Numerical investigation of solitary wave attenuation and resistance induced by rigid vegetation based on a 3-D RANS model Y. Wang et al. 10.1016/j.advwatres.2020.103755
- Application of CFD in Indonesian Research: A review H. Ambarita et al. 10.1088/1742-6596/1005/1/012014
- Comparison of a Floating Cylinder with Solid and Water Ballast R. Gabl et al. 10.3390/w11122487
- Computational Fluid Dynamics for Modeling Gravity Currents in the Presence of Oscillatory Ambient Flow L. Stancanelli et al. 10.3390/w10050635
- A numerical study of the settling of non-spherical particles in quiescent water X. Cheng et al. 10.1063/5.0165555
- Investigation on Performance of a Modified Breakwater-Integrated OWC Wave Energy Converter C. Tsai et al. 10.3390/su10030643
- Surface water waves propagating over a submerged forest J. Hu et al. 10.1016/j.coastaleng.2019.103510
16 citations as recorded by crossref.
- A novel local-drag-force-based approach for simulating wave attenuation by mangrove forests using a 3D-SPH method M. Peng et al. 10.1016/j.oceaneng.2024.118001
- Forest density is more effective than tree rigidity at reducing the onshore energy flux of tsunamis A. Mukherjee et al. 10.1016/j.coastaleng.2023.104286
- Long waves dissipation and harmonic generation by coastal vegetation C. Chang & P. Liu 10.1016/j.apor.2018.10.001
- Scientific Evidence for the Effectiveness of Mangrove Forests in Reducing Floods and Associated Hazards in Coastal Areas C. Ihinegbu et al. 10.3390/cli11040079
- A fluid–structure interaction model for free-surface flows and flexible structures using smoothed particle hydrodynamics on a GPU J. O’Connor & B. Rogers 10.1016/j.jfluidstructs.2021.103312
- Numerical Study on Wave Attenuation of Tsunami-Like Wave by Emergent Rigid Vegetation K. Qu et al. 10.1142/S1793431121500287
- Numerical investigation of solitary wave run-up attenuation by patchy vegetation C. Zhao et al. 10.1007/s13131-020-1572-6
- Numerical investigation of damping effect and flow characteristics induced by rigid vegetation in current-wave flows Y. Huang et al. 10.1016/j.oceaneng.2024.118216
- A 3D numerical simulation-based methodology for assessment of landslide-generated impulse waves: a case study of the Tersun Dam reservoir (NE Turkey) M. Karahan et al. 10.1007/s10346-020-01440-4
- Numerical investigation of solitary wave attenuation and resistance induced by rigid vegetation based on a 3-D RANS model Y. Wang et al. 10.1016/j.advwatres.2020.103755
- Application of CFD in Indonesian Research: A review H. Ambarita et al. 10.1088/1742-6596/1005/1/012014
- Comparison of a Floating Cylinder with Solid and Water Ballast R. Gabl et al. 10.3390/w11122487
- Computational Fluid Dynamics for Modeling Gravity Currents in the Presence of Oscillatory Ambient Flow L. Stancanelli et al. 10.3390/w10050635
- A numerical study of the settling of non-spherical particles in quiescent water X. Cheng et al. 10.1063/5.0165555
- Investigation on Performance of a Modified Breakwater-Integrated OWC Wave Energy Converter C. Tsai et al. 10.3390/su10030643
- Surface water waves propagating over a submerged forest J. Hu et al. 10.1016/j.coastaleng.2019.103510
Latest update: 20 Nov 2024
Short summary
A huge tsunami in Southeast Asia in 2004 has stimulated a debate about the role played by coastal ecosystems in protecting coastal area. Previous approaches assumed that vegetation is stationary and neglected the plant motion with wave. This may lead to overestimation of the effectiveness of coastal vegetation on tsunami damping. We present a coupled wave–vegetation simulation and conclude that the tsunami wave height damping may be overestimated if vegetation motion with wave is neglected.
A huge tsunami in Southeast Asia in 2004 has stimulated a debate about the role played by...
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