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CFD modelling of wave impacts on sea dikes with shallow foreshores : a detailed validation with large-scale experiments
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A new average wave overtopping prediction formula with improved accuracy for smooth steep low-crested structures
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- Journal Article
- A1
- open access
Validation of RANS modelling for wave interactions with sea dikes on shallow foreshores using a large-scale experimental dataset
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- Journal Article
- A1
- open access
An inter-model comparison for wave interactions with sea dikes on shallow foreshores
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- Journal Article
- A1
- open access
Implementation of open boundaries within a two-way coupled SPH model to simulate nonlinear wave–structure interactions
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Classification of bore patterns induced by storm waves overtopping a dike crest and their impact types on dike mounted vertical walls : a large-scale model study
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Non-linear wave generation and absorption using open boundaries within DualSPHysics
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- Conference Paper
- C1
- open access
Overtopped wave loads on walls (WALOWA) : numerical and physical modelling of large-scale experiments in the delta flume
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Non-repeatability, scale- and model effects in laboratory measurement of impact loads induced by an overtopped bore on a dike mounted wall
(2019) PROCEEDINGS OF THE ASME 38TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, 2019, VOL 3. Volume 3: Structures, Safety, and Reliability. -
- Conference Paper
- C1
- open access
Design features of the upcoming coastal and ocean basin in Ostend, Belgium
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- Conference Paper
- C1
- open access
Average and wave-by-wave overtopping performance of steep low-crested structures
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- Conference Paper
- C1
- open access
Application of open boundaries within a two-way coupled SPH model to simulate non-linear wave-structure interactions
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- Conference Paper
- C3
- open access
The influence of a crown wall on wave overtopping over rubble mound structures
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- Conference Paper
- C1
- open access
Design features of the upcoming coastal and ocean basin in Ostend, Belgium
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- Conference Paper
- C1
- open access
Prediction of dynamic and quasi-static impacts on vertical sea walls caused by an overtopped bore
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- Conference Paper
- C1
- open access
2D overtopping and impact experiments in shallow foreshore conditions
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- Journal Article
- A1
- open access
A critical analysis and validation of the accuracy of wave overtopping prediction formulae for OWECs
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- Conference Paper
- C1
- open access
Design features of the upcoming coastal and ocean basin in Ostend, Belgium, for coastal and offshore engineering applications
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Large-scale experiments of wave-overtopping loads on walls : layer thicknesses and velocities
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- Conference Paper
- C1
- open access
2D experiments of wave dynamics in fornt of and over a sea dike with a very shallow foreshore
(2018) p.1-10 -
- Conference Paper
- C1
- open access
Design features of the upcoming coastal and ocean basin in Ostend, Belgium, for coastal and offshore applications
(2018) p.1-9 -
Coupling methodology for smoothed particle hydrodynamics modelling of non-linear wave-structure interactions
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- Conference Paper
- C3
- open access
Wave impacts on storm walls: Large scale experiments in the Delta flume
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- Conference Paper
- C3
- open access
Towards an improved numerical modelling methodology for wave overtopping on a dike with a very shallow foreshore
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- Conference Paper
- C3
- open access
Waves : an ocean of modelling options
(2017) -
- Conference Paper
- C3
- open access
Advanced modelling of wave overtopping for climate resilient coastal defence systems
(2017) -
- Conference Paper
- C1
- open access
WALOWA (wave loads on walls) : large-scale experiments in the delta flume
(2017) p.69-80 -
- Conference Paper
- C1
- open access
Experimental study of overtopping behaviour of steep low-crested coastal structures
(2017) p.475-486 -
- Conference Paper
- C1
- open access
Uncertainties related to wave overtopping over coastal structures
(2017) p.487-498 -
- Journal Article
- A1
- open access
A comparison study of a generic coupling methodology for modeling wake effects of wave energy converter arrays
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Application of open boundaries within a two-way coupled DualSPHysics-OceanWave3D model
(2017) p.1-1 -
- Conference Paper
- C1
- open access
A non-linear 2-way coupling between DualSPHysics and a wave propagation model
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- Conference Paper
- C1
- open access
Feasibility study of applying SPH in a coupled simulation tool for wave energy converter arrays
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- Conference Paper
- C1
- open access
Design features of the upcoming Coastal and Ocean Basin in Ostend, Belgium, for marine renewable energy applications
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- Conference Paper
- C1
- open access
A search group algorithm for wind and wave farm layout optimization
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Individual overtopping volumes for steep low-crested structures
(2017) Proceedings of the Coastal Structures and Solutions to Coastal Disasters Joint Conference 2015. Resilient Coastal Communities. p.699-709 -
Wave overtopping and wave-induced loads on coastal sea walls
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Wave overtopping of sea dikes with very shallow foreshores
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EurOtop: Manual on wave overtopping of sea defences and related sturctures : an overtopping manual largely based on European research, but for worlwide application
(2016) -
Design features of the upcoming coastal and ocean basin in Ostend, Belgium
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Design features of the upcoming coastal and ocean basin in Ostend, Belgium
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Development of a numerical modelling tool for combined near field and far field wave transformations using a coupling of potential flow solvers
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- Conference Paper
- C1
- open access
Analysis of post overtopping flow impacts on a vertical wall at the Belgian Coast
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- Conference Paper
- C1
- open access
Experimental study of average overtopping performance on steep low-crested structures for shallow water conditions
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Design features of the upcoming coastal and ocean basin (COB) in Ostend, Belgium
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- Conference Paper
- C3
- open access
Numerical modelling of wave energy converters
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- Conference Paper
- C1
- open access
Experimental study of overtopping behaviour of steep low-crested coastal structures
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Flood risk assessments: results, applications and future requirements
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Effect of porosity and slope steepness on wave-induced loads on and beneath bonded porous revetments
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Experimental study of overtopping performance for the cases of very steep slopes and vertical walls with very small freeboards
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New results on hydrodynamic response of generic point-absorber wave energy converters
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XtremRisK: today's and future coastal flood risks under extreme events
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XtremRisK: integrated flood risk analysis for extreme storm surges at open coasts and in estuaries: key results and lessons learned
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Numerical modelling of control strategies and accumulator effect of a hydraulic power take-off system
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Experimental study of overtopping performance for the cases of very steep slopes and vertical walls with very small freeboards
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Improved understanding of stability and overtopping performance of single layer haro blocks on rubble mound breakwaters
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Experimental study of overtopping performance of steeps slopes for shallow water wave conditions
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Improved understanding of stability and overtopping performance of single layer haro blocks on rubble mound breakwaters
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Experimental study of overtopping performance for the cases of very steep slopes and vertical walls with very small freeboards
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Experimental study of overtopping performance of steeps slopes for shallow water wave conditions
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Effect of porosity and slope steepness on wave-induced loads on and beneath bonded porous revetments
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Flood hazard and risk maps for the 2nd step of the EU flood directive in Denmark
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Flood risk assessments: results, applications and future requirements
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XtremRisK- Integrated flood risk analysis for extreme storm surges at open coasts and in estuaries: key results and lessons learned
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Integrierte Risikoanalysen im Küstenraum: Aktueller Erkenntnisstand, praktische Umsetzung und Ausblick
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Improved understanding of stability and overtopping performance of single layer haro blocks on rublle mound breakwaters
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- Conference Paper
- C3
- open access
Wave energy, charge your phone with ocean power
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- Journal Article
- A1
- open access
The influence of land cover roughness on the results of high resolution tsunami inundation modeling
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Core made of geotextile sand containers for rubble mound breakwaters and seawalls: effect on armour stability and hydraulic performance
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Introduction : coastal flood risk
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Extreme values for coastal, estuarine, and riverine environments