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 language | English |
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Title of host publication | CoastLab 2024 : Physical Modelling in Coastal Engineering and Science |
Number of pages | 12 |
Publisher | TU Delft Open Publishing |
Publication date | 25 Apr 2024 |
DOIs | |
Publication status | Published - 25 Apr 2024 |
Event | 9th Conference on Physical Modelling in Coastal Engineering - Delft, Netherlands Duration: 13 May 2024 → 16 May 2024 Conference number: 9 |
Conference
Conference | 9th Conference on Physical Modelling in Coastal Engineering |
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Number | 9 |
Country/Territory | Netherlands |
City | Delft |
Period | 13/05/2024 → 16/05/2024 |
Series | Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science |
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ISSN | 2710-1509 |