Wave Propagation Past a Pile-Restrained Floating Breakwater
Wave Propagation Past a Pile-Restrained Floating Breakwater
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DOI：
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发表时间：
1998-12
影响因子：
0.8
通讯作者：
M. Isaacson;J. Baldwin;S. Bhat
中科院分区：
文献类型：
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作者：
M. Isaacson;J. Baldwin;S. Bhat
本文对桩约束浮式防波堤波浪传播特性进行了数值模拟和试验研究。数值模型是基于二维波浪绕射理论的波浪与一个长的水平圆柱体的相互作用，并施加到一个矩形截面的防波堤受到正常入射波的常见情况。与实验测量的比较显示出良好的协议和桩和防波堤之间的间隙的影响进行了讨论。给出了不同梁深比下波浪传播和垂荡运动随相对波频变化的相关结果。*ISOPE成员。1998年3月23日接收：编辑于1998年9月15日收到修订稿。原文直接提交给《日刊》。
The present paper describes a numerical and experimental study of wave propagation past a pile-restrained floating breakwater. The numerical model is based on two-dimensional wave diffraction theory for wave interaction with a long horizontal cylinder and is applied to the common case of a rectangular-section breakwater subjected to normally incident waves. Comparisons with experimental measurements show excellent agreement and the effect of a gap between the piles and the breakwater is discussed. Relevant results for the wave transmission and heave motion of the breakwater in deep water are presented as functions of the relative wave frequency for various beam to draft ratios. *ISOPE Member. Received March 23, 1998: revised manuscript received by the editors September 15, 1998. The original version was submitted directly to the Journal.