Generation of Highly Nonlinear Waves in a Short Wave Flume

Mads Røge Eldrup*, Thomas Lykke Andersen

*Corresponding author for this work

Research output: Contribution to book/anthology/report/conference proceedingArticle in proceedingResearchpeer-review

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Abstract

The typical approach for generating nonlinear waves in physical models involves employing first-or second-order wave theory, requiring a large water depth at the wavemaker. When the prototype bathymetry showsa gentleslope, a largefacility is required. However, practical constraints often make this unfeasible, leading to the useof steep transition slopes to obtainsufficient water depth at the generator.Incorporating a transition slope may generateunwanted free waves beyond the transition point, significantly impacting the wave parameters. The presence of these freewaves causes the response of the tested structure to deviate from thatfoundin the prototype.This paper offers guidelines for usingtransition slopes effectively while avoiding the generation of undesired free waves after the transition point
Original languageEnglish
Title of host publicationCoastLab 2024 : Physical Modelling in Coastal Engineering and Science
Number of pages12
PublisherTU Delft Open Publishing
Publication date25 Apr 2024
DOIs
Publication statusPublished - 25 Apr 2024
Event9th Conference on Physical Modelling in Coastal Engineering - Delft, Netherlands
Duration: 13 May 202416 May 2024
Conference number: 9

Conference

Conference9th Conference on Physical Modelling in Coastal Engineering
Number9
Country/TerritoryNetherlands
CityDelft
Period13/05/202416/05/2024
SeriesProceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science
ISSN2710-1509

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