- 1CEREGE, Aix-Marseille University, Aix-en-provence, France (meule@cerege.fr)
- 2CEFREM, Université de Perpignan Via Domitia, Perpignan, France(certain@univ-perp.fr)
- 3SEABOOST, Montpellier, France (julien.dalle@seaboost.fr)
- 4EGIS, Paris, France (alexis.beudin@egis-group.com)
- 5Mio, Toulon, France (alejandro.caceres-euse@univ-tln.fr)
In response to the challenges posed by coastal erosion and rising sea levels, bio-inspired strucutres represent an innovative solution by combining physical protection with ecological benefits. This study investigates how key structural parameters, including tortuosity, surface roughness, porosity, and structural diversity, affect near-bed shear stress and turbulence around bio-inspired coastal defense modules.
Wave flume experiments were conducted using fifty-one different modules, organized in three rows and tested under five monochromatic wave conditions (heights 2.5–10 cm, periods 1–2 s), scaled for Mediterranean deployment. Measurements from resistive wave gauges and Vectrino velocimeters were used to analyse wave energy dissipation, vertical current profiles, turbulence, and bed shear stress.
Preliminary results show that structural geometry appears to influence local hydrodynamics, with implications for a better understanding of how the selected parameters affect the surrounding hydrodynamic conditions. The effects of the parameters are ranked to guide the development of efficient, multifunctional, bio-inspired coastal defense solutions. A combination of several of these parameters, within a single module and then at the scale of an entire structure, allowed us to explore the potential benefits of structural complexity in coastal protection systems.
How to cite: Martinot, M., Meulé, S., Certain, R., Cognat, M., Beudin, A., Dalle, J., and Caceres-Euse, A.: Influence of structural parameters of Coastal Protections on near-bed shear stress and turbulence, EGU General Assembly 2026, Vienna, Austria, 3–8 May 2026, EGU26-21266, https://doi.org/10.5194/egusphere-egu26-21266, 2026.