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Effectiveness of stilling wave basins in reducing wave overtopping on dikes and rubble mound breakwaters

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Abstract
Motivated by the impacts of Climate Change (CC), such as rising sea levels and the increased intensity and frequency of storms, the importance of adapting our coastal defense structures has never been more important (Toimil, 2020). With CC causing coastal structures to be exposed to more extreme hydraulic conditions than originally designed for, there is an increased risk of these structures failing in terms of stability and hydraulic performance, such as wave overtopping. To reduce wave overtopping, structural modifications of existing coastal structures are often adopted and in this work the analysis of wave overtopping discharge at slope structures equipped with Stilling Wave Basins (SWB) at their crest (Figure 1) is investigated.

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MLA
Pepi, Yuri, et al. “Effectiveness of Stilling Wave Basins in Reducing Wave Overtopping on Dikes and Rubble Mound Breakwaters.” Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science, TU Delft OPEN Publishing, 2024, doi:10.59490/coastlab.2024.787.
APA
Pepi, Y., Streicher, M., Romano, A., Troch, P., & Franco, L. (2024). Effectiveness of stilling wave basins in reducing wave overtopping on dikes and rubble mound breakwaters. Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science. Presented at the 9th International Conference on Physical Modelling in Coastal Engineering (Coastlab24), Delft, the Netherlands. https://doi.org/10.59490/coastlab.2024.787
Chicago author-date
Pepi, Yuri, Maximilian Streicher, Alessandro Romano, Peter Troch, and Leopoldo Franco. 2024. “Effectiveness of Stilling Wave Basins in Reducing Wave Overtopping on Dikes and Rubble Mound Breakwaters.” In Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science. TU Delft OPEN Publishing. https://doi.org/10.59490/coastlab.2024.787.
Chicago author-date (all authors)
Pepi, Yuri, Maximilian Streicher, Alessandro Romano, Peter Troch, and Leopoldo Franco. 2024. “Effectiveness of Stilling Wave Basins in Reducing Wave Overtopping on Dikes and Rubble Mound Breakwaters.” In Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science. TU Delft OPEN Publishing. doi:10.59490/coastlab.2024.787.
Vancouver
1.
Pepi Y, Streicher M, Romano A, Troch P, Franco L. Effectiveness of stilling wave basins in reducing wave overtopping on dikes and rubble mound breakwaters. In: Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science. TU Delft OPEN Publishing; 2024.
IEEE
[1]
Y. Pepi, M. Streicher, A. Romano, P. Troch, and L. Franco, “Effectiveness of stilling wave basins in reducing wave overtopping on dikes and rubble mound breakwaters,” in Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science, Delft, the Netherlands, 2024.
@inproceedings{01J3Q3YPRBC5ADPC7T291VZJ8Q,
  abstract     = {{Motivated by the impacts of Climate Change (CC), such as rising sea levels and the increased intensity and frequency of storms, the importance of adapting our coastal defense structures has never been more important (Toimil, 2020). With CC causing coastal structures to be exposed to more extreme hydraulic conditions than originally designed for, there is an increased risk of these structures failing in terms of stability and hydraulic performance, such as wave overtopping. To reduce wave overtopping, structural modifications of existing coastal structures are often adopted and in this work the analysis of wave overtopping discharge at slope structures equipped with Stilling Wave Basins (SWB) at their crest (Figure 1) is investigated.}},
  articleno    = {{787}},
  author       = {{Pepi, Yuri and Streicher, Maximilian and Romano, Alessandro and Troch, Peter and Franco, Leopoldo}},
  booktitle    = {{Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science}},
  issn         = {{2710-1509}},
  language     = {{eng}},
  location     = {{Delft, the Netherlands}},
  pages        = {{2}},
  publisher    = {{TU Delft OPEN Publishing}},
  title        = {{Effectiveness of stilling wave basins in reducing wave overtopping on dikes and rubble mound breakwaters}},
  url          = {{http://doi.org/10.59490/coastlab.2024.787}},
  year         = {{2024}},
}

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