- Ocean Waves and Remote Sensing
- Tropical and Extratropical Cyclones Research
- Coastal and Marine Dynamics
- Computational Fluid Dynamics and Aerodynamics
- Aquatic and Environmental Studies
- Fluid Dynamics and Vibration Analysis
- Aeolian processes and effects
- Maritime Navigation and Safety
- Hydraulic flow and structures
École nationale des ponts et chaussées
2023-2024
HR Wallingford
2024
Électricité de France (France)
2023
University of Rhode Island
2023
Centrale Marseille
2023
Institut de Recherche sur les Phénomènes Hors Équilibre
2023
Laboratoire d'Hydraulique Saint-Venant
2022
Steepness-limited wave breaking is simulated in a fully nonlinear potential flow model and validated with laboratory data. Breaking onset based on the ratio of horizontal particle velocity at crest, relative to crest reaching threshold value. A dissipation model, where non-dimensional strength parameter predicted linear steepness used. new time-dependent tested, termination criterion studied.
Simulation of waves beyond the breaking point in a fully non-linear potential flow model (e.g.
 Raoult et al. [1]) is considered with semi-empirical dissipation term that requires correctly
 determining onset and estimating energy rate. A kinematic breaking
 criterion, similar to those found recently be practical for arbitrary water depth (e.g. Derakthi
 [2]), applied here. The criterion based on 푈/퐶, ratio free surface water
 velocity wave phase speed. To estimate...