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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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