[HTML][HTML] Wave forces on vertical caissons with retreated wall: A first experimental insight

A Romano, G Bellotti - Coastal Engineering, 2023 - Elsevier
This paper presents a physical model study of wave induced forces on a composite vertical
breakwater, where the crown wave wall is retreated with respect to the front face of the …

[HTML][HTML] Applicability of nonlinear wavemaker theory

MR Eldrup, T Lykke Andersen - Journal of Marine Science and …, 2019 - mdpi.com
Generation of high-quality waves is essential when making numerical or physically model
tests. When using a wavemaker theory outside the validity area, spurious waves are …

Advance in wave reflection estimation for rubble mound breakwaters: The importance of the relative water depth

P Díaz-Carrasco, MR Eldrup, TL Andersen - Coastal Engineering, 2021 - Elsevier
The main objective of this research is to present an improved and more accurate formula to
estimate the reflection coefficient (KR) for rubble mound breakwaters. Physical model tests …

[HTML][HTML] Parametric study of a taut compliant mooring system for a FOWT compared to a catenary mooring

MT Bach-Gansmo, SK Garvik, JB Thomsen… - Journal of Marine …, 2020 - mdpi.com
The catenary mooring system is a well recognized station keeping method. However, there
could be economical and environmental benefits of reducing the footprint. In the last …

Wave overtopping at rubble mound breakwaters: A new method to estimate roughness factor for rock armours under non-breaking waves

Y Pepi, A Romano, L Franco - Coastal Engineering, 2022 - Elsevier
Wave overtopping is a relevant threat for rubble mound breakwaters which are designed to
protect coastal areas or harbours. Currently, the wave overtopping assessment for such …

[HTML][HTML] Stability of rubble mound breakwaters—A study of the notional permeability factor, based on physical model tests

MR Eldrup, T Lykke Andersen, HF Burcharth - Water, 2019 - mdpi.com
The Van der Meer formulae for quarry rock armor stability are commonly used in breakwater
design. The formulae describe the stability as a function of the wave characteristics, number …

[HTML][HTML] A physical model study on the hydraulic performances of vertical breakwaters with retreated wave walls

A Romano, M Centorami, C Cecioni, G Bellotti - Coastal Engineering, 2024 - Elsevier
This paper describes a 2D physical model study on the hydraulic performances of composite
vertical breakwaters with retreated wave walls. The research is an expansion of a previous …

Extension of shallow water rock armour stability formulae to nonlinear waves

MR Eldrup, TL Andersen - Coastal Engineering, 2019 - Elsevier
Highlights•New model tests with rubble mound rock armour stability are performed with 1:
100 and 1: 30 foreshores.•The tests include linear and highly nonlinear wave conditions with …

[HTML][HTML] Assessment and improvement of the wave generation accuracy using a wave separation method

EM Padilla, JM Alsina - Ocean Engineering, 2022 - Elsevier
Free-wave contamination is a non-desirable but frequent characteristic in many wave tank
experiments. Higher-order wave generation is not widely implemented yet, whereas the …

[HTML][HTML] Improved guidance on roughness and crest width in overtopping of rubble mound structures along EurOtop

MR Eldrup, TL Andersen, K Van Doorslaer… - Coastal …, 2022 - Elsevier
In this paper existing guidelines to predict wave overtopping on rubble mound breakwaters
and coastal structures are modified and improved with respect to the influence of the …