| Wave pressure acting on V-shaped floating breakwater in random seas | |
Yu Y ; Ding N; Lin J; Hou JJ; Ding, N (reprint author), Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China.
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| Source Publication | JOURNAL OF OCEAN UNIVERSITY OF CHINA
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| 2015-10 | |
| Volume | 14Issue:6Pages:975-981 |
| ISSN | 1672-5182 |
| Abstract | Wave pressure on the wet surface of a V-shaped floating breakwater in random seas is investigated. Considering the diffraction effect, the unit velocity potential caused by the single regular waves around the breakwater is solved using the finite-depth Green function and boundary element method, in which the Green function is solved by integral method. The Response-Amplitude Operator (RAO) of wave pressure is acquired according to the Longuet-Higgins' wave model and the linear Bernoulli equation. Furthermore, the wave pressure's response spectrum is calculated according to the wave spectrum by discretizing the frequency domain. The wave pressure's characteristic value corresponding to certain cumulative probability is determined according to the Rayleigh distribution of wave heights. The numerical results and field test results are compared, which indicates that the wave pressure calculated in random seas agrees with that of field measurements. It is found that the bigger angle between legs will cause the bigger pressure response, while the increase in leg length does not influence the pressure significantly. The pressure at the side of head sea is larger than that of back waves. When the incident wave angle changes from 0A degrees to 90A degrees, the pressure at the side of back waves decreases clearly, while at the side of head sea, the situation is more complicated and there seems no obvious tendency. The concentration of wave energy around low frequency (long wavelength) will induce bigger wave pressure, and more attention should be paid to this situation for the structure safety. |
| Keyword | Random Seas V-shaped Floating Breakwater Wave Pressure Boundary Element Method Spectrum Analysis |
| DOI | 10.1007/s11802-015-2450-2 |
| URL | 查看原文 |
| Indexed By | SCI |
| Language | 英语 |
| WOS ID | WOS:000364572000006 |
| WOS Keyword | DIFFRACTION |
| WOS Research Area | Oceanography |
| WOS Subject | Oceanography |
| Funding Organization | This work was supported by the Science Fund for Creative Research Groups of the National Natural Science Foundation of China (Grant no. 51021004), the Research Fund of State Key Laboratory in Ocean Engineering of Shanghai Jiaotong University (Grant no. 1104), and the Scientific Research Foundation of Civil Aviation University of China (Grant no. 09QD08X). |
| Classification | Q4 |
| Citation statistics | |
| Document Type | 期刊论文 |
| Identifier | http://dspace.imech.ac.cn/handle/311007/58383 |
| Collection | 流固耦合系统力学重点实验室 |
| Corresponding Author | Ding, N (reprint author), Tianjin Univ, State Key Lab Hydraul Engn Simulat & Safety, Tianjin 300072, Peoples R China. |
| Recommended Citation GB/T 7714 | Yu Y,Ding N,Lin J,et al. Wave pressure acting on V-shaped floating breakwater in random seas[J]. JOURNAL OF OCEAN UNIVERSITY OF CHINA,2015,14,6,:975-981. |
| APA | Yu Y,Ding N,Lin J,Hou JJ,&Ding, N .(2015).Wave pressure acting on V-shaped floating breakwater in random seas.JOURNAL OF OCEAN UNIVERSITY OF CHINA,14(6),975-981. |
| MLA | Yu Y,et al."Wave pressure acting on V-shaped floating breakwater in random seas".JOURNAL OF OCEAN UNIVERSITY OF CHINA 14.6(2015):975-981. |
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| File Name/Size | DocType | Version | Access | License | ||
| J2015-029.pdf（687KB） | 期刊论文 | 作者接受稿 | 开放获取 | CC BY-NC-SA | View Download | |
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