256 / 2024-02-28 16:49:50
Hydrodynamic performance of a submerged flexible membrane breakwater on a permeable foundation
Eigenfunction expansion boundary element method,Numerical model;,Submerged flexible membrane breakwater,Permeable foundation,Energy dissipation
Draft Accepted
Chaofan Lv / Zhejiang University;Changjiang River Scientific Research Institute;Key Laboratory of River and Lake Regulation and Flood Control in the Middle and Lower Reaches of the Changjiang River of Ministry of Water Resources
Shiming Yao / Changjiang River Scientific Research Institute;Key Laboratory of River and Lake Regulation and Flood Control in the Middle and Lower Reaches of the Changjiang River of Ministry of Water Resources
Xizeng Zhao / Zhejiang University
Hualong Luan / Changjiang River Scientific Research Institute;Key Laboratory of River and Lake Regulation and Flood Control in the Middle and Lower Reaches of the Changjiang River of Ministry of Water Resources
Mengyu Li / Changjiang River Scientific Research Institute;Key Laboratory of River and Lake Regulation and Flood Control in the Middle and Lower Reaches of the Changjiang River of Ministry of Water Resources
Submerged flexible membrane breakwater (SFMB) has a better wave dissipation effect than the rigid submerged breakwater, and has been widely used in ocean engineering. In order to truly reflect the operation of the SFMB in the ocean environment, the hydrodynamic performance of the SFMB on a permeable foundation is studied by the eigenfunction expansion boundary element method (EEBEM), and various motion responses of the SFMB under waves are also investigated. After verifying the accuracy and effectiveness of the model, the hydrodynamic performance (wave force, membrane tension, wave transmission, reflection and energy dissipation coefficients) and motion responses of the SFMB are simulated. The results show that there is a synergistic effect between the SFMB and the permeable foundation, and the energy dissipation of the SFMB on the permeable foundation is further increased. Besides, reasonable adjustment of the structural parameters of the SFMB can help to significantly improve the wave dissipation effect, reduce the acting forces and improve the stability of the SFMB.
Important Date
  • Conference Date

    Oct 14

    2024

    to

    Oct 17

    2024

  • Sep 30 2024

    Draft paper submission deadline

  • Oct 17 2024

    Registration deadline

Sponsored By
International Association for Hydro Environment Engineering and Research Asia Pacific Division
Organized By
Changjiang River Scientific Research Institute
Sichuan University
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