Search Results - "Lykke Andersen, Thomas"

Distribution of individual wave overtopping volumes in shallow water wave conditions by Nørgaard, Jørgen Quvang Harck, Lykke Andersen, Thomas, Burcharth, Hans F.

“…This paper contributes to a better knowledge on the distribution of individual wave overtopping volumes in shallow-water wave conditions. Results from new…”
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Stability of Rubble Mound Breakwaters—A Study of the Notional Permeability Factor, Based on Physical Model Tests by Eldrup, Mads Røge, Lykke Andersen, Thomas, Burcharth, Hans Falk

“…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…”
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Numerical Study on Regular Wave Shoaling, De-Shoaling and Decomposition of Free/Bound Waves on Gentle and Steep Foreshores by Eldrup, Mads Røge, Lykke Andersen, Thomas

“…Numerical tests are performed to investigate wave transformations of nonlinear nonbreaking regular waves with normal incidence to the shore in decreasing and…”
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Influence of Spurious Waves on the Performance of Active Absorption Systems in Oblique Waves by Lykke Andersen, Thomas, Eldrup, Mads Røge, Frigaard, Peter

“…Existing active absorption systems do not take into account the spurious waves caused by the segmentation of the wavemaker. Thus, the theoretical estimated…”
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Separation of Long-Crested Nonlinear Bichromatic Waves into Incident and Reflected Components by Lykke Andersen, Thomas, Eldrup, Mads R., Clavero, Maria

“…Methods for the separation of long-crested linear waves into incident and reflected waves have existed for more than 40 years. The present paper presents a new…”
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Analysis of overtopping flow on sea dikes in oblique and short-crested waves by Nørgaard, Jørgen Quvang Harck, Lykke Andersen, Thomas, Burcharth, Hans F., Steendam, Gosse Jan

“…Dike resilience against wave overtopping has gained more and more attention in recent years due to the effect of expected future climate changes. The…”
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Innovative rubble mound breakwaters for overtopping wave energy conversion by Vicinanza, Diego, Contestabile, Pasquale, Quvang Harck Nørgaard, Jørgen, Lykke Andersen, Thomas

“…This paper intends contributing to the development of an economically and environmentally sustainable coastal infrastructure, which combines rubble mound…”
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Estimation of incident and reflected components in nonlinear regular waves over sloping foreshores by Lykke Andersen, Thomas, Eldrup, Mads Røge

“…The present paper deals with separation of long-crested regular waves into incident and reflected components. Such methods have been available for several…”
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Upgrade of coastal defence structures against increased loadings caused by climate change: A first methodological approach by Burcharth, Hans F., Lykke Andersen, Thomas, Lara, Javier L.

“…The paper presents a design exercise of upgrading a typical rock armoured revetment by modifying the structure profile and adding structure elements. Several…”
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Advance in wave reflection estimation for rubble mound breakwaters: The importance of the relative water depth by Díaz-Carrasco, Pilar, Eldrup, Mads Røge, Lykke Andersen, Thomas

“…The main objective of this research is to present an improved and more accurate formula to estimate the reflection coefficient (KR) for rubble mound…”
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Improved guidance on roughness and crest width in overtopping of rubble mound structures along EurOtop by Eldrup, Mads Røge, Lykke Andersen, Thomas, Van Doorslaer, Koen, van der Meer, Jentsje

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Estimation of Incident and Reflected Wave Trains in Highly Nonlinear Two-Dimensional Irregular Waves by Røge Eldrup, Mads, Lykke Andersen, Thomas

“…AbstractMost existing methods for separation of two-dimensional (long-crested) waves into incident and reflected components are based on linear wave theory…”
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Extension of shallow water rock armour stability formulae to nonlinear waves by Eldrup, Mads Røge, Lykke Andersen, Thomas

“…The present paper presents new formulae for hydraulic stability of the main armour layer on rock armoured conventional rubble mound structures. In the present…”
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Beach response to wave energy converter farms acting as coastal defence by Mendoza, Edgar, Silva, Rodolfo, Zanuttigh, Barbara, Angelelli, Elisa, Lykke Andersen, Thomas, Martinelli, Luca, Nørgaard, Jørgen Quvang Harck, Ruol, Piero

“…One of the greatest challenges of coastal engineering today is the need for coastal protection in the changing climate scenario. Places which are nowadays…”
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Estimation of incident and reflected components in highly nonlinear regular waves by Lykke Andersen, Thomas, Eldrup, Mads Røge, Frigaard, Peter

“…Knowledge of the incident and reflected waves present in laboratory experiments is a key issue in order to correctly assess the behaviour of the tested…”
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Applicability of Nonlinear Wavemaker Theory by Eldrup, Mads Røge, Andersen, Thomas Lykke

“…Generation of high-quality waves is essential when making numerical or physically model tests. When using a wavemaker theory outside the validity area,…”
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Can the Rayleigh distribution be used to determine extreme wave heights in non-breaking swell conditions? by Nørgaard, Jørgen Quvang Harck, Lykke Andersen, Thomas

“…A reliable set of tools for prediction of low-exceedance design waves is of high importance when designing coastal protection structures. The significant wave…”
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Wave reflection in 3D conditions by Zanuttigh, Barbara, Andersen, Thomas Lykke

“…Based on recent experiments carried out in wave basin on breakwaters with armour layer of rocks and cubes, this paper examines the dependence of the reflection…”
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Model Uncertainties for Soil-Structure Interaction in Offshore Wind Turbine Monopile Foundations by Andersen, Lars, Andersen, Thomas, Manuel, Lance

“…Monopiles are the most common type of foundation used for bottom-fixed offshore wind turbines. This investigation concerns the influence of uncertainty related…”
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Wave Load Mitigation by Perforation of Monopiles by Andersen, Jacob, Abrahamsen, Rune, Andersen, Thomas, Andersen, Morten, Baun, Torben, Neubauer, Jesper

“…The design of large diameter monopiles (8–10 m) at intermediate to deep waters is largely driven by the fatigue limit state and mainly due to wave loads. The…”
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