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Wave overtopping phenomenon on vertical breakwaters is influenced by various physical parameters, encompassing wave height, period, water depth at the breakwater, breakwater freeboard, and foreshore steepness. Existing equations for estimating overtopping rates predominantly rely on the relative freeboard (Rc/Hm0) as the key parameter. This study highlights a significant deviation from this conventional approach when utilizing a recurved wall instead of a plain vertical wall, emphasizing the necessity to consider additional parameters, particularly wave period. In our quest for enhanced accuracy in estimating wave overtopping over recurved breakwaters, we have used F'=Rc/ (Hm02 Lp)1/3, as a replacement for the conventional relative freeboard. Comparative analyses reveal that the proposed formulas for both impulsive and non-impulsive waves exhibit superior accuracy compared to existing formulas. Nevertheless, it is noteworthy that, for larger relative freeboards, a robust formula for estimating wave overtopping remains elusive.

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MLA
Hajivalie, Fatemeh, et al. “Experimental Study on the Effect of the Wavelength on Wave Overtopping over Recurved Walls.” 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.2024.704.
APA
Hajivalie, F., Streicher, M., Pepi, Y., Van Der Plas, T., Van Den Berg, B., & Troch, P. (2024). Experimental study on the effect of the wavelength on wave overtopping over recurved walls. 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.2024.704
Chicago author-date
Hajivalie, Fatemeh, Maximilian Streicher, Yuri Pepi, Ton Van Der Plas, Bert Van Den Berg, and Peter Troch. 2024. “Experimental Study on the Effect of the Wavelength on Wave Overtopping over Recurved Walls.” 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.2024.704.
Chicago author-date (all authors)
Hajivalie, Fatemeh, Maximilian Streicher, Yuri Pepi, Ton Van Der Plas, Bert Van Den Berg, and Peter Troch. 2024. “Experimental Study on the Effect of the Wavelength on Wave Overtopping over Recurved Walls.” 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.2024.704.
Vancouver
1.
Hajivalie F, Streicher M, Pepi Y, Van Der Plas T, Van Den Berg B, Troch P. Experimental study on the effect of the wavelength on wave overtopping over recurved walls. 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]
F. Hajivalie, M. Streicher, Y. Pepi, T. Van Der Plas, B. Van Den Berg, and P. Troch, “Experimental study on the effect of the wavelength on wave overtopping over recurved walls,” in Proceedings of the International Conference on the Application of Physical Modelling in Coastal and Port Engineering and Science, Delft, the Netherlands, 2024.
@inproceedings{01J3Q4CM70J3CHZCH29NWQQEMC,
  abstract     = {{Wave overtopping phenomenon on vertical breakwaters is influenced by various physical parameters, encompassing wave height, period, water depth at the breakwater, breakwater freeboard, and foreshore steepness. Existing equations for estimating overtopping rates predominantly rely on the relative freeboard (Rc/Hm0) as the key parameter. This study highlights a significant deviation from this conventional approach when utilizing a recurved wall instead of a plain vertical wall, emphasizing the necessity to consider additional parameters, particularly wave period. In our quest for enhanced accuracy in estimating wave overtopping over recurved breakwaters, we have used F'=Rc/ (Hm02 Lp)1/3, as a replacement for the conventional relative freeboard. Comparative analyses reveal that the proposed formulas for both impulsive and non-impulsive waves exhibit superior accuracy compared to existing formulas. Nevertheless, it is noteworthy that, for larger relative freeboards, a robust formula for estimating wave overtopping remains elusive.}},
  articleno    = {{704}},
  author       = {{Hajivalie, Fatemeh and Streicher, Maximilian and Pepi, Yuri and Van Der Plas, Ton and Van Den Berg, Bert and Troch, Peter}},
  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        = {{10}},
  publisher    = {{TU Delft OPEN Publishing}},
  title        = {{Experimental study on the effect of the wavelength on wave overtopping over recurved walls}},
  url          = {{http://doi.org/10.59490/coastlab.2024.704}},
  year         = {{2024}},
}

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