Numerical Simulation of Waves Generated by Seafloor Movements
He Hai-lun1,2,4; Song Jin-bao1,3; Li Shuang1,3,4; Yang Jian-ping5
刊名CHINA OCEAN ENGINEERING
2008
卷号22期号:4页码:693-704
关键词Boundary Element Method Numerical Wave Tank Seafloor Movement Surface Waves
ISSN号0890-5487
文献子类Article
英文摘要Waves generated by vertical seafloor movements are simulated by use of a fully nonlinear two-dimensional numerical wave tank. In the source region, the seafloor lifts to a designated height by a generation function. The numerical tests show that file linear theory is only valid for estimating the wave behaviors induced by the seafloor movements with a small amplitude, and the fully nonlinear numerical model should be adopted in the simulation of the wave generation by the large amplitude seafloor movements. Without the background surface waves, many numerical tests on the stable maximum elevations eta(max)(0) are carried out by both the linear theory and the fully nonlinear model. The results of two models are compared and analyzed. For the fully nonlinear model, the influences of the amplitudes and the horizontal lengths on eta(max)(0) are stronger than that of the characteristic duration times. Furthermore, results reveal that there are significant differences between the linear theory and the fully nonlinear model. When the influences of the background surface waves are considered, the corresponding numerical analyses reveal that with the fully nonlinear model the eta(max)(0) near-linearly varies with the wave amplitudes of the surface waves, and the eta(max)(0) has significant dependences on the wave lengths and the wave phases of the surface waves. In addition, the differences between the linear theory and the fully nonlinear model are still obvious, aid these differences are significantly affected by The wave parameters of the background surface waves, such as the wave amplitude, the wave length and the wave phase.; Waves generated by vertical seafloor movements are simulated by use of a fully nonlinear two-dimensional numerical wave tank. In the source region, the seafloor lifts to a designated height by a generation function. The numerical tests show that file linear theory is only valid for estimating the wave behaviors induced by the seafloor movements with a small amplitude, and the fully nonlinear numerical model should be adopted in the simulation of the wave generation by the large amplitude seafloor movements. Without the background surface waves, many numerical tests on the stable maximum elevations eta(max)(0) are carried out by both the linear theory and the fully nonlinear model. The results of two models are compared and analyzed. For the fully nonlinear model, the influences of the amplitudes and the horizontal lengths on eta(max)(0) are stronger than that of the characteristic duration times. Furthermore, results reveal that there are significant differences between the linear theory and the fully nonlinear model. When the influences of the background surface waves are considered, the corresponding numerical analyses reveal that with the fully nonlinear model the eta(max)(0) near-linearly varies with the wave amplitudes of the surface waves, and the eta(max)(0) has significant dependences on the wave lengths and the wave phases of the surface waves. In addition, the differences between the linear theory and the fully nonlinear model are still obvious, aid these differences are significantly affected by The wave parameters of the background surface waves, such as the wave amplitude, the wave length and the wave phase.
学科主题Engineering, Civil ; Engineering, Ocean ; Engineering, Mechanical ; Water Resources
语种英语
WOS记录号WOS:000266089100014
公开日期2010-12-24
内容类型期刊论文
源URL[http://ir.qdio.ac.cn/handle/337002/5215]  
专题海洋研究所_海洋环流与波动重点实验室
作者单位1.Chinese Acad Sci, Inst Oceanol, Qingdao 266071, Peoples R China
2.Hohai Univ, Coll Traff & Ocean Engn, Nanjing 210098, Peoples R China
3.Chinese Acad Sci, KLOCAW, Qingdao 266071, Peoples R China
4.Chinese Acad Sci, Grad Sch, Beijing 100039, Peoples R China
5.Inner Mongolia Machine Elect Occupat Tech Coll, Hohhot 010051, Peoples R China
推荐引用方式
GB/T 7714
He Hai-lun,Song Jin-bao,Li Shuang,et al. Numerical Simulation of Waves Generated by Seafloor Movements[J]. CHINA OCEAN ENGINEERING,2008,22(4):693-704.
APA He Hai-lun,Song Jin-bao,Li Shuang,&Yang Jian-ping.(2008).Numerical Simulation of Waves Generated by Seafloor Movements.CHINA OCEAN ENGINEERING,22(4),693-704.
MLA He Hai-lun,et al."Numerical Simulation of Waves Generated by Seafloor Movements".CHINA OCEAN ENGINEERING 22.4(2008):693-704.
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