期刊文献+

规则波与浮式防波堤相互作用的SPH模拟研究

SPH simulation of interaction between regular wave and floating breakwaters
下载PDF
导出
摘要 相较于传统防波堤,浮式防波堤因具有方便安装、可实现水质交换、可在多种环境下施工以及可移动等优点得到了广泛发展。采用光滑粒子流体动力学(SPH)方法,研究规则波与浮式防波堤的相互作用。首先在空水槽中基于规则波传播算例进行粒子间距的收敛性分析,然后基于验证的水槽模型模拟规则波与单浮体、双浮体的相互作用,并分析了浮体前后波形、浮体的运动及浮体附近的流速场。结果表明,双浮体防波堤相比单浮体防波堤能够显著提升消波性能。 Compared with traditional breakwaters,floating breakwaters have been widely developed because of their advantages such as convenient installation,water quality exchange,construction in various environments and mobility.Smooth particle hydrodynamics(SPH)method is used to study the interaction between regular wave and floating breakwaters.Firstly,the convergence of particle spacing is analyzed based on a regular wave propagation example in an empty water tank.Then,the interaction between regular waves and single and double floating bodies is simulated based on the verified water tank model,and the waveforms in front and back of floating bodies,the movement of floating bodies and the velocity field near floating bodies are analyzed.The results show that the double floating breakwater can significantly improve the wave absorbing performance compared with the single floating breakwater.
作者 杨亚菲 蔡国朕 曹露 高运 YANG Yafei;CAI Guozhen;CAO Lu;GAO Yun(Zhejiang University,Zhoushan 316021,China;Zhejiang Ocean University,Zhoushan 316022,China)
出处 《水运工程》 2024年第2期9-15,21,共8页 Port & Waterway Engineering
关键词 光滑粒子流体动力学 规则波 浮式防波堤 浮体运动 流速场 smooth particle hydrodynamics(SPH) regular wave floating breakwater floating body movement velocity field
  • 相关文献

参考文献2

二级参考文献7

  • 1郑艳娜,董国海,李玉成,关长涛,林德芳.深水浮式防波堤结构形式的试验研究[J].中国海洋平台,2005,20(6):1-5. 被引量:12
  • 2Garrison C J. Hydrodynamic Loading of Large Offshore Structures:Three-Dimensional Source Distribution Methods [J].Numerical Methods in Offshore Engineering, 1978 (2):87-140.
  • 3Bishop R E D, Burcher R K, Price W G. The Fifth Annual Fairley Lecture on the Linear Representation of Fluid Forces and Movements in Unsteady Flow[J]. Journal of Sound and Vibration, 1973, 29(1) : 113-128.
  • 4河海大学,掩护浮游平台消浪设施方案的研究,1992年
  • 5河海大学,海岸工程研究资料.13,1976年
  • 6王环宇,孙昭晨.一种新型浮式防波堤的试验研究[J].港工技术,2009,46(4):6-8. 被引量:6
  • 7童朝峰,严以新.浮式防波堤消浪特征研究[J].水运工程,2002(8):32-35. 被引量:17

共引文献25

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部