The induced wave energy damping effect owing to rearrangement rubble mound breakwater

被引:4
|
作者
Dodaran, Asgar Ahadpour [1 ]
Kil, Park Sang [1 ]
机构
[1] Pusan Natl Univ, Civil & Environm Engn Dept, Busan, South Korea
关键词
Rubble mound breakwater; Tranquility condition; Type of random wave; Energy Spectrum; Critical Significant Wave Height;
D O I
10.1016/j.joes.2019.03.003
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
To maintain the calmness of the harbor, rubble mound breakwaters are one of the practical measures to protect sailing and mooring waters. This paper investigates the effect of relocated rubble mound breakwaters on tranquillity in Busan yacht range and the impact of bridge piers at the entrance of the yacht range based on physical hydraulic modeling using multi-directional random waves. It is obtained that the sufficient tranquillity can be due to securely moored yachts, owing to newly relocated rubble mound breakwaters away from piers. The experimental results also showed the distribution of the energy difference' dependence on various wave directions. The experimental findings are valuable for the design of Busan yacht marina, and are of reference to other port projects. (C) 2019 Shanghai Jiaotong University. Published by Elsevier B.V.
引用
收藏
页码:149 / 165
页数:17
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