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Ioannis Kazakis and Theophanis V. Karambas
This study focuses on the numerical investigation of the 3D hydrodynamic processes of coastal zones such as wave breaking, wave-induced currents, and sediment transport, using the multiphase, interFoam solver of OpenFOAM® (a state-of-the-art, open-source...
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Miyoung Yun, Jinah Kim and Kideok Do
Estimating wave-breaking indexes such as wave height and water depth is essential to understanding the location and scale of the breaking wave. Therefore, numerous wave-flume laboratory experiments have been conducted to develop empirical wave-breaking f...
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Chun-Yuan Lin, Ching-Jer Huang and Tai-Wen Hsu
Unsteady two-dimensional Reynolds Averaged Navier-Stokes (RANS) equations coupled with the ??-??
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turbulence model was developed to simulate the viscous flow field near seawalls. The complex free-surface configuration was captured using the particl...
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Changfei Li, Fuping Gao and Lijing Yang
Previous studies on wave-induced pore pressure in a porous seabed mainly focused on non-breaking regular waves, e.g., Airy linear waves or Stokes non-linear waves. In this study, breaking-wave induced pore pressure response in a sandy seabed was physical...
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Kwang-Ho Lee and Yong-Hwan Cho
Breaking waves generated by wave shoaling in coastal areas have a close relationship with various physical phenomena in coastal regions. Therefore, it is crucial to accurately predict breaker indexes such as breaking wave height and breaking depth when d...
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Zhenyu Liu, Zhen Guo, Yuzhe Dou and Fanyu Zeng
Most offshore wind turbines are installed in shallow water and exposed to breaking waves. Previous numerical studies focusing on breaking wave forces generally ignored the seabed permeability. In this paper, a numerical model based on Volume-Averaged Rey...
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Damien Sous, Bruno Castelle, Arthur Mouragues and Philippe Bonneton
Headland rips, sometimes referred to as boundary rips, are rip currents flowing against natural or artificial obstructions extending seaward from the beach, such as headland or groynes. They can be driven either by the deflection of the longshore current...
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M. Esther Gómez-Martín, María P. Herrera, Jose A. Gonzalez-Escriva and Josep R. Medina
Armor stability formulas for mound breakwaters are commonly based on 2D small-scale physical tests conducted in non-overtopping and non-breaking conditions. However, most of the breakwaters built around the world are located in breaking or partially-brea...
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