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    Numerical Investigation on the Hydrodynamic Performance of a Convex-Type Floating Breakwater

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 003::page 04025007-1
    Author:
    Jia-ming Liang
    ,
    Yong Liu
    ,
    Xue-yan Li
    ,
    Yong-kun Chen
    ,
    Tiao-Jian Xu
    ,
    Hui-min Hou
    DOI: 10.1061/JWPED5.WWENG-2235
    Publisher: American Society of Civil Engineers
    Abstract: The utilization of floating breakwaters (FBs) represents a significant contribution to the field of offshore protection. In this paper, the interactions of the convex-type FB with water waves are numerically investigated. The reliability of the numerical model is confirmed through comparisons with experimental results. To better understand the difference in hydrodynamic characteristics between the box-type FB and the convex-type FB, the transmission, reflection, and energy dissipation coefficients, as well as the motion response and mooring force of the convex-type FB are compared with the box-type FB. The flow field information is also displayed to further clarify the wave dissipation process for both FBs. In addition, the effects of the draft and deck width on the hydrodynamic characteristics of the convex-type FB are also investigated. It can be observed that in comparison with the box-type FB, the convex-type FB exhibits a higher energy dissipation coefficient and a lower reflection coefficient. For the convex-type FB under different deck widths, the FB with a smaller deck width has a larger reflection coefficient and relatively better wave attenuation performance. This paper may serve as a reference for optimizing the effectiveness of the FB.
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      Numerical Investigation on the Hydrodynamic Performance of a Convex-Type Floating Breakwater

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4306918
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorJia-ming Liang
    contributor authorYong Liu
    contributor authorXue-yan Li
    contributor authorYong-kun Chen
    contributor authorTiao-Jian Xu
    contributor authorHui-min Hou
    date accessioned2025-08-17T22:25:35Z
    date available2025-08-17T22:25:35Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJWPED5.WWENG-2235.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4306918
    description abstractThe utilization of floating breakwaters (FBs) represents a significant contribution to the field of offshore protection. In this paper, the interactions of the convex-type FB with water waves are numerically investigated. The reliability of the numerical model is confirmed through comparisons with experimental results. To better understand the difference in hydrodynamic characteristics between the box-type FB and the convex-type FB, the transmission, reflection, and energy dissipation coefficients, as well as the motion response and mooring force of the convex-type FB are compared with the box-type FB. The flow field information is also displayed to further clarify the wave dissipation process for both FBs. In addition, the effects of the draft and deck width on the hydrodynamic characteristics of the convex-type FB are also investigated. It can be observed that in comparison with the box-type FB, the convex-type FB exhibits a higher energy dissipation coefficient and a lower reflection coefficient. For the convex-type FB under different deck widths, the FB with a smaller deck width has a larger reflection coefficient and relatively better wave attenuation performance. This paper may serve as a reference for optimizing the effectiveness of the FB.
    publisherAmerican Society of Civil Engineers
    titleNumerical Investigation on the Hydrodynamic Performance of a Convex-Type Floating Breakwater
    typeJournal Article
    journal volume151
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/JWPED5.WWENG-2235
    journal fristpage04025007-1
    journal lastpage04025007-24
    page24
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2025:;Volume ( 151 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian