2D water-wave interaction with permeable and impermeable slopes: Dimensional analysis and experimental overview

P Díaz-Carrasco, MV Moragues, M Clavero… - Coastal …, 2020 - Elsevier
The main objective of this research is to characterize and quantify the prevalent physical
processes in the energy transformation of a regular wave train when it interacts with …

[HTML][HTML] Numerical modelling of wave overtop** at dikes using OpenFOAM®

W Chen, JJ Warmink, MRA Van Gent, S Hulscher - Coastal Engineering, 2021 - Elsevier
Accurate calculation of wave overtop** is important for determining the required crest
height and geometry of a dike. Berms and roughness elements are widely used to reduce …

The influence of a berm and roughness on the wave overtop** at dikes

W Chen, MRA Van Gent, JJ Warmink, S Hulscher - Coastal engineering, 2020 - Elsevier
A reliable estimation of average wave overtop** discharge is important for dike design
and safety assessment. Berms and roughness elements are widely applied to reduce the …

Extended characterization of damage in rubble mound scour protections

T Fazeres-Ferradosa, M Welzel, A Schendel… - Coastal …, 2020 - Elsevier
The analysis of damage in rubble mound scour protections is crucial for the armour stability
assessment. Former methodologies focused on the analysis of the maximum damage …

Wave-induced dynamic pressure under rubble mound breakwaters with submerged berm: An experimental and numerical study

D Celli, D Pasquali, P Fischione, C Di Nucci… - Coastal …, 2021 - Elsevier
The main aim of the present work is to provide an experimental and numerical seabed
pressure dataset beneath rubble mound breakwaters with submerged berms. The …

Spectral wave-driven sediment transport across a fringing reef

AWM Pomeroy, RJ Lowe, AR Van Dongeren… - Coastal …, 2015 - Elsevier
A laboratory experiment was conducted to investigate the dynamics of cross-shore sediment
transport across a fringing coral reef. The aim was to quantify how a highly bimodal …

The role of submerged berms on the momentary liquefaction around conventional rubble mound breakwaters

D Celli, Y Li, MC Ong, M Di Risio - Applied Ocean Research, 2019 - Elsevier
Berms deployed at the toe of conventional rubble mound breakwaters can be very effective
in improving the stability of the armor layer. Indeed, their design is commonly tackled by …

Numerical study of the interaction between peregrine breather based freak waves and twin-plate breakwater

H Qin, L Mu, W Tang, Z Hu - Journal of Fluids and Structures, 2019 - Elsevier
Freak wave is a kind of extreme and unexpected surface wave with great wave height and
energy, which might happen in different ocean areas such as the deep-sea zone and …

Effects of submerged berms on the stability of conventional rubble mound breakwaters

D Celli, D Pasquali, P De Girolamo, M Di Risio - Coastal Engineering, 2018 - Elsevier
Berms deployed at the toe of conventional breakwaters may be needed to reduce bottom
settlements and to limit scour in front of the structure due to coastal currents. In the mean …

Rock toe stability of rubble mound breakwaters

MRA van Gent, IM van der Werf - Coastal Engineering, 2014 - Elsevier
The toe structure of a breakwater provides support to the armour layer and protects the
structure from damage due to scour at the toe. Often a toe structure consists of rock material …