期刊文献+

基于改进的移动粒子半隐式方法的溃坝模拟(英文) 被引量:5

An Improved Moving Particle Semi-implicit Method for Dam Break Simulation
下载PDF
导出
摘要 溃坝现象在船舶与海洋工程中是常见而又危险的,甲板上浪、液舱晃荡等都可以看作是广义的溃坝现象。溃坝是一种典型的自由面流动问题,存在运动边界以及复杂大变形和流体强间断问题,因此此类自由面流动的数值模拟一直是计算流体力学领域的一大难题。文章基于改进的移动粒子半隐式方法(MPS),对溃坝问题进行了研究分析。相对于传统的网格法,MP在模拟大变形自由流动中展示了很大的优势。但是,在模拟过程中,由于自由表面粒子的误判以及粒子的过于集中现象,导致压力发生剧烈的震荡现象。针对这些问题,把角度判断法和一个碰撞模型引入传统的MPS进行改进。静水压力的模拟验证了改进后的MPS方法的有效性。在此基础上,文中对无障碍物溃坝和有障碍物溃坝模型进行了模拟和分析。 Dam break is quite a common and hazard phenomenon in shipbuilding and ocean engineering. The objective of this study is to investigate dam break hydrodynamics with improved Moving Particle Semi-implicit method (MPS). Compared to traditional mesh methods, MPS is feasible to simu- late surface flows with large deformation, however, during the simulation, the pressure oscillates violently, due to misjudgment of surface particles as well as particles gathering together. To modify these problems, a new arc method is applied to judge free surface particles, and a collision model is introduced to avoid particles from gathering together. Hydrostatic pressure is simulated by original and improved MPS. The results verify that improved MPS method is more effective. Based on these, dam break model is investigated with improved MPS.
出处 《船舶力学》 EI CSCD 北大核心 2014年第9期1044-1054,共11页 Journal of Ship Mechanics
基金 Supported by the Fundamental Research Funds(No.HEUCF140115) the Research Funds for State Key Laboratory of Ocean Engineering in Shanghai Jiao Tong University(No.1310)
关键词 粒子法 半隐式 溃坝 particle method semi-implicit dam break
  • 相关文献

参考文献1

二级参考文献24

  • 1ZHANG JianYun,LI Yun,XUAN GuoXiang,WANG XiaoGang,LI Jun.Overtopping breaching of cohesive homogeneous earth dam with different cohesive strength[J].Science China(Technological Sciences),2009,52(10):3024-3029. 被引量:35
  • 2Steve Cochard,Christophe Ancey.Tracking the free surface of time-dependent flows: image processing for the dam-break problem[J]. Experiments in Fluids . 2008 (1)
  • 3V. I. Bukreev,A. V. Gusev.Initial stage of the generation of dam-break waves[J]. Doklady Physics . 2005 (4)
  • 4XU Wei-lin,YANG Yong-quan,DENG jun.Hydra-ulic models. . 2010
  • 5FRAZAO S.S.,ZECH Y.Dam break in channels with90o bend. Journal of Hydraulic Engineering ASCE . 2002
  • 6NIU Zhi-pan,XU Wei-lin,ZHANG Jian-min et al.Experimental investigation of scour dam-break of landslide dam. Journal of Sichuan University (Engineering Science Edition) . 2009
  • 7STEPHEN E.C.,DARRYL P.A.,GRANT M.W.Overtopping breaching of non-cohesive homogeneous embankments. Journal of Hydraulic Engineering ASCE . 2002
  • 8DUPONT E,DEWALS B.J.,ARCHAMBEAU D.et al.Experimental and numerical study of the bre-aching of an embankment dam. Proceeding of the32nd IAHR Biennial Congress . 2007
  • 9Eaket,J,Hicks,F,Petersen,A.Use of stereoscopy for dam break flow measurement. Journal of Hydraulic Engineering ASCE . 2005
  • 10Zhou J G,Causon D M,et al.Numerical prediction of dam-break flows in general geometries with complex bedt opography. ASCE Journal of Hydraulic Engineering . 2004

共引文献11

同被引文献10

引证文献5

二级引证文献10

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