Wave Pressures Acting On The Pavement Behind The Sloping Revetment

Authors

  • SANG-HO OH Changwon National University, Republic of Korea
  • JOOYEON LEE Korea Institute of Ocean Science and Technology, Republic of Korea
  • SE-CHU JANG Korea Institute of Ocean Science and Technology, Republic of Korea

DOI:

https://doi.org/10.59490/coastlab.2024.737

Keywords:

sloping revetment, pavement, overtopping, uplift pressure, physical experiment

Abstract

A physical experiment was performed to seek an empirical equation predicting the wave force acting on the upper surface of the pavement behind the revetment parapet due to wave overtopping as well as the uplift force acting on the underlayer of the pavement induced by the wave pressure passing through the core layers of the revetment. The experiment was carried out by installing pressure transducers along the upside and downside of the pavement with different configuration of the parapet, water depth, relative freeboard, and armor layer thickness. Then, the wave pressure and force on the pavement was analyzed under various incoming wave conditions. Based on the analysis results, major parameters affecting the wave forces were identified and an empirical equation for evaluating the forces on the pavement is suggested.

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Published

2024-05-02

Conference Proceedings Volume

Section

Extended abstracts

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