教授 博士生导师 硕士生导师
主要任职: 建设工程学院副院长
其他任职: 海岸和近海工程国家重点实验室主任
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 建设工程学院
学科: 港口、海岸及近海工程. 流体力学
办公地点: 海岸和近海工程国家重点实验室A309
联系方式: 0411-84708267
电子邮箱: dzning@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2016-12-01
发表刊物: ACTA OCEANOLOGICA SINICA
收录刊物: SCIE、CSCD、Scopus
卷号: 35
期号: 12
页面范围: 89-99
ISSN号: 0253-505X
关键字: narrow gap; numerical wave flume; solitary wave; wave force; higher-order boundary element method
摘要: Based on the time-domain higher-order boundary element method (HOBEM), a two-dimensional numerical wave flume is developed to investigate solitary wave interaction with two rectangular boxes with a narrow gap. In the numerical model, the fully nonlinear boundary conditions are satisfied on the free surface, the mixed Eulerian-Lagrangian method is adopted to track the transient water surface and the fourth-order Runga-Kutta method is used to predict the velocity potential and wave elevation on the free surface. The acceleration potential technique is used to compute the transient wave forces along the wetted object surface. A piston-type wavemaker is used to generate solitary waves. The proposed model is validated by comparing the simulated wave run-up and the wave loads with the published experimental and numerical results of the reflection of a solitary wave from a vertical wall. Then, numerical experiments are performed to study the effects of the narrow gap and the size of each box on the wave run-ups at the two sides of the two-box system and in the narrow gap between two boxes, and the wave loads on the two boxes. The interaction between double solitary waves with a time interval between them with a two-box system is also investigated.