Simulating regular wave propagation over a submerged bar by boundary element method model and Boussinesq equation model
文献类型:期刊论文
作者 | Li Shuang1,2![]() |
刊名 | CHINESE PHYSICS B
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出版日期 | 2013-02-01 |
卷号 | 22期号:2页码:24701 |
关键词 | numerical wave tank boundary element method Boussinesq equation |
ISSN号 | 1674-1056 |
通讯作者 | He, HL |
中文摘要 | Numerical models based on the boundary element method and Boussinesq equation are used to simulate the wave transform over a submerged bar for regular waves. In the boundary-element-method model the linear element is used, and the integrals are computed by analytical formulas. The Boussinesq-equation model is the well-known FUNWAVE from the University of Delaware. We compare the numerical free surface displacements with the laboratory data on both gentle slope and steep slope, and find that both the models simulate the wave transform well. We further compute the agreement indexes between the numerical result and laboratory data, and the results support that the boundary-element-method model has a stable good performance, which is due to the fact that its governing equation has no restriction on nonlinearity and dispersion as compared with Boussinesq equation. |
英文摘要 | Numerical models based on the boundary element method and Boussinesq equation are used to simulate the wave transform over a submerged bar for regular waves. In the boundary-element-method model the linear element is used, and the integrals are computed by analytical formulas. The Boussinesq-equation model is the well-known FUNWAVE from the University of Delaware. We compare the numerical free surface displacements with the laboratory data on both gentle slope and steep slope, and find that both the models simulate the wave transform well. We further compute the agreement indexes between the numerical result and laboratory data, and the results support that the boundary-element-method model has a stable good performance, which is due to the fact that its governing equation has no restriction on nonlinearity and dispersion as compared with Boussinesq equation. |
WOS标题词 | Science & Technology ; Physical Sciences |
学科主题 | Physics |
类目[WOS] | Physics, Multidisciplinary |
研究领域[WOS] | Physics |
关键词[WOS] | DENSITY-STRATIFIED FLUID ; INTERFACIAL INTERNAL WAVES ; NUMERICAL-SIMULATION ; SURFACE-WAVES ; WATER-WAVES ; BREAKING ; STRENGTH ; ONSET |
收录类别 | SCI |
原文出处 | 10.1088/1674-1056/22/2/024701 |
语种 | 英语 |
WOS记录号 | WOS:000315347100047 |
公开日期 | 2014-07-17 |
源URL | [http://ir.qdio.ac.cn/handle/337002/16435] ![]() |
专题 | 海洋研究所_海洋环流与波动重点实验室 |
作者单位 | 1.Zhejiang Univ, Dept Ocean Sci & Engn, Hangzhou 310058, Zhejiang, Peoples R China 2.Chinese Acad Sci, Key Lab Ocean Circulat & Waves, Qingdao 266071, Peoples R China 3.SOA, Inst Oceanog 2, State Key Lab Satellite Ocean Environm Dynam, Hangzhou 310012, Zhejiang, Peoples R China |
推荐引用方式 GB/T 7714 | Li Shuang,He Hai-Lun. Simulating regular wave propagation over a submerged bar by boundary element method model and Boussinesq equation model[J]. CHINESE PHYSICS B,2013,22(2):24701. |
APA | Li Shuang,&He Hai-Lun.(2013).Simulating regular wave propagation over a submerged bar by boundary element method model and Boussinesq equation model.CHINESE PHYSICS B,22(2),24701. |
MLA | Li Shuang,et al."Simulating regular wave propagation over a submerged bar by boundary element method model and Boussinesq equation model".CHINESE PHYSICS B 22.2(2013):24701. |
入库方式: OAI收割
来源:海洋研究所
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