A novel and simple passive absorption system for wave-current flumes

The physical limitations of experimental facilities, such as the walls and downstream gate of wave-current flumes, can cause excessive wave reflection. Wave reflection in wave or wave-current flumes is a key phenomenon that often leads to deviations between physical model results and prototype resul...

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Bibliographic Details
Published in:Alexandria engineering journal 2023-05, Vol.71, p.463-477
Main Authors: Miranda, Filipe, Margarida Bento, Ana, Chambel, João, Francisca Sarmento, Maria, Rosa-Santos, Paulo, Taveira-Pinto, Francisco, Fazeres-Ferradosa, Tiago
Format: Article
Language:English
Subjects:
Passive wave absorption
Physical modelling
Wave reflection coefficient
Wave-current flume
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Summary:The physical limitations of experimental facilities, such as the walls and downstream gate of wave-current flumes, can cause excessive wave reflection. Wave reflection in wave or wave-current flumes is a key phenomenon that often leads to deviations between physical model results and prototype results. If a flume is not equipped with wave absorption systems, either active or passive, in addition to the model’s inaccurate representation of reality, there will be a tendency for the wave paddles to reach the maximum stroke, leading to the abrupt stoppage of the wave generation during the experiments. This research a novel and simple passive wave absorption system in the context of physical modelling studies of scour in the environment of offshore renewable energy technologies. The tests were conducted in the wave-current flume of the Hydraulics Laboratory of FEUP. The results show that the new system reduced the wave reflection coefficient to values within the recommended references for physical modelling studies in offshore engineering. Design hydrodynamic conditions showed reflection coefficients between 11 and 14.5%, and tests without currents revealed reflection coefficients between 7.5 and 10%. This study also highlights how the novel system can easily be adapted to other wave-current flumes and hydrodynamic conditions found in other hydraulics laboratories.
ISSN:1110-0168
DOI:10.1016/j.aej.2023.03.067