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
全文录用
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.
重要日期
  • 会议日期

    10月14日

    2024

    10月17日

    2024

  • 09月30日 2024

    初稿截稿日期

  • 10月17日 2024

    注册截止日期

主办单位
国际水利与环境工程学会亚太地区分会
承办单位
长江水利委员会长江科学院
四川大学
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