Focused waves and wave-structure interaction in a numerical wave tank

被引:76
|
作者
Westphalen, J. [1 ]
Greaves, D. M. [2 ]
Williams, C. J. K. [3 ]
Hunt-Raby, A. C. [2 ]
Zang, J. [3 ]
机构
[1] Natl Univ Ireland, Ctr Ocean Energy Res, Maynooth, Kildare, Ireland
[2] Univ Plymouth, Sch Marine Sci & Engn, Plymouth PL4 8AA, Devon, England
[3] Univ Bath, Dept Architecture & Civil Engn, Bath BA2 7AY, Avon, England
基金
英国工程与自然科学研究理事会;
关键词
Focused waves; NewWave; Horizontal cylinder; Vertical cylinder; Computational Fluid Dynamics; Control-volume finite element method; Finite volume method; QALE-FEM; FORCES; CYLINDER;
D O I
10.1016/j.oceaneng.2011.12.016
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
Sustainable and efficient design solutions are the aim for any engineer. In offshore engineering forces resulting from extreme wave impact are of special interest as these challenge the structure and the crew working in this harsh environment. Theoretical models tend to be limited to linear or weakly non-linear situations and are unable to predict the violent and turbulent effects of breaking waves in combination with wave run up on structures or green water loading. The classic approach for such cases is to carry out scale model tests in a physical wave tank and measure the forces, water levels and flow velocities at some chosen locations. Another approach is to use fully non-linear calculations, such as Computational Fluid Dynamics, which have the potential to investigate the design in different conditions at full scale. This paper deals with the generation and behaviour of extreme focused wave groups in a numerical wave tank. Nonlinear effects of these extreme waves are shown and the implications for a numerical wave tank are discussed. Also the forces on horizontal and vertical cylinders, which represent simple models of offshore structures, are calculated. All numerical results are compared with measured data from physical experiments. (C) 2012 Published by Elsevier Ltd.
引用
收藏
页码:9 / 21
页数:13
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