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Influence of Parapets on Wave Overtopping on Mound Breakwaters with Crown Walls

Author

Listed:
  • Jorge Molines

    (Department of Transportation, Universitat Politècnica de València , Camino de Vera s/n, 46022 Valencia, Spain)

  • Arnau Bayon

    (Department of Hydraulic Engineering and Environment, Universitat Politècnica de València , Camino de Vera s/n, 46022 Valencia, Spain)

  • M. Esther Gómez-Martín

    (Department of Transportation, Universitat Politècnica de València , Camino de Vera s/n, 46022 Valencia, Spain)

  • Josep R. Medina

    (Department of Transportation, Universitat Politècnica de València , Camino de Vera s/n, 46022 Valencia, Spain)

Abstract

Background literature on the influence of parapets on the overtopping of mound breakwaters is limited. In this study, numerical tests were conducted using computational fluid dynamics (CFD) to analyze the influence of nine crown wall geometries (seven with parapets). The CFD model was implemented in OpenFOAM ® and successfully validated with laboratory tests. A new estimator of the dimensionless mean wave-overtopping discharges (logQ) on structures with parapets is proposed. The new estimator depends on the estimation of logQ of the same structure without a parapet. The effects on wave overtopping of the parapet angle (ε p ), parapet width (w p ), and parapet height (h p ) were analyzed. Low values of ε p and w p /h p ≈ 1 produced the highest parapet effectiveness to reduce the mean wave-overtopping discharges.

Suggested Citation

  • Jorge Molines & Arnau Bayon & M. Esther Gómez-Martín & Josep R. Medina, 2019. "Influence of Parapets on Wave Overtopping on Mound Breakwaters with Crown Walls," Sustainability, MDPI, vol. 11(24), pages 1-19, December.
  • Handle: RePEc:gam:jsusta:v:11:y:2019:i:24:p:7109-:d:296880
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    References listed on IDEAS

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    1. Ching-Piao Tsai & Chun-Han Ko & Ying-Chi Chen, 2018. "Investigation on Performance of a Modified Breakwater-Integrated OWC Wave Energy Converter," Sustainability, MDPI, vol. 10(3), pages 1-20, February.
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    Cited by:

    1. Jan Oetjen & Vallam Sundar & Sriram Venkatachalam & Klaus Reicherter & Max Engel & Holger Schüttrumpf & Sannasi Annamalaisamy Sannasiraj, 2022. "A comprehensive review on structural tsunami countermeasures," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 113(3), pages 1419-1449, September.

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