Hydrodynamic Characteristics of Inverse T-Type Floating Breakwaters

Esmaeel Masoudi
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引用次数: 4

Abstract

Article History: Received: 6 Feb. 2019 Accepted: 16 Mar. 2019 Various types of floating breakwaters in different configuration and shapes are used to reduce wave height in coastal areas. The most important parameter in designing breakwaters are their shapes which determines hydrodynamic reaction to incident waves. Some cross sections are more effective and more efficient than others. In framework of numerical methods, finite element and boundary element methods are two popular and effective approaches which have been widely applied to floating body problems. In this study by using boundary element method, diffraction problem is solved for a new type of breakwater, which is called inverse T-type floating breakwater. To have a validated results, a rectangular cross section floating breakwater is analyzed and results are compared to previous researches. The final goal of this study is obtaining hydrodynamic characteristics of this new type of breakwater and comparing its response to sinusoidal waves with other conventional floating breakwaters. It is shown that in same weight, this new type of breakwater has better transmission coefficient among other conventional breakwaters and might be used as an efficient alternative.
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反t型浮式防波堤水动力特性研究
文章历史:接收时间:2019年2月6日接收时间:2020年3月16日不同配置和形状的各种类型的浮动防波堤用于降低沿海地区的波浪高度。防波堤设计中最重要的参数是其形状,它决定了对入射波的水动力反应。有些横截面比其他横截面更有效、更高效。在数值方法的框架内,有限元法和边界元法是两种常用且有效的方法,已被广泛应用于浮体问题。本文采用边界元方法,求解了一种新型防波堤——反T型浮式防波堤的衍射问题。为了验证结果,对矩形横截面浮式防波堤进行了分析,并与以往的研究结果进行了比较。本研究的最终目标是获得这种新型防波堤的水动力特性,并将其对正弦波的响应与其他传统浮式防波堤进行比较。结果表明,在同等重量下,这种新型防波堤的透射系数优于其他传统防波堤,可作为一种有效的替代方案。
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