副教授 博士生导师 硕士生导师
性别: 男
毕业院校: 英国伦敦大学学院
学位: 博士
所在单位: 水利工程系
办公地点: 海岸和近海工程国家重点实验室
联系方式: 84708520转8403
电子邮箱: chongweizhang@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2018-09-01
发表刊物: ACTA OCEANOLOGICA SINICA
收录刊物: SCIE
卷号: 37
期号: 9
页面范围: 90-98
ISSN号: 0253-505X
关键字: extreme waves; fully nonlinear numerical wave flume; higher-order boundary element; wave focusing; Jeffreys' sheltering mechanism
摘要: A numerical wave flume with fully nonlinear free surface boundary conditions is adopted to investigate the temporal characteristics of extreme waves in the presence of wind at various speeds. Incident wave trains are numerically generated by a piston-type wave maker, and the wind-excited pressure is introduced into dynamic boundary conditions using a pressure distribution over steep crests, as defined by Jeffreys' sheltering mechanism. A boundary value problem is solved by a higher-order boundary element method (HOBEM) and a mixed Eulerian-Lagrangian time marching scheme. The proposed model is validated through comparison with published experimental data from a focused wave group. The influence of wind on extreme wave properties, including maximum extreme wave crest, focal position shift, and spectrum evolution, is also studied. To consider the effects of the wind-driven currents on a wave evolution, the simulations assume a uniform current over varying water depth. The results show that wind causes weak increases in the extreme wave crest, and makes the nonlinear energy transfer non-reversible in the focusing and defocusing processes. The numerical results also provide a comparison to demonstrate the shifts at focal points, considering the combined effects of the winds and the wind-driven currents.