期刊文献+
任意字段
题名或关键词
题名
关键词
文摘
作者
第一作者
机构
刊名
分类号
参考文献
作者简介
基金资助
栏目信息

Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method 被引量：4

Modelling Solitary Waves and Its Impact on Coastal Houses with SPH Method
下载PDF
导出
摘要 The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics （SPH） model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three. The interaction between solid structures and free-surface flows is investigated in this study. A Smoothed Particle Hy- drodynamics （SPH） model is used in the investigation and is verified against analytical solutions and experimental obser- vations. The main aim is to examine the effectiveness of a tsunami-resistant house design by predicting the wave loads on it. To achieve this, the solitary wave generation and ran-up are studied first. The solitary wave is generated by allowing a heavily weighted block to penetrate into a tank of water at one end, and the near-shore seabed is modelled by an inclined section with a constant slope. Then, the SPH model is applied to simulate the three-dimensional flows around different types of houses under the action of a solitary wave. It has been found that the tsunami-resistant house design reduces the impact force by a factor of three.
作者 LIANG Dong-fang N. I. Thusyanthan S. P. Gopal Madabhushi 唐洪武
机构地区 Department of Engineering KW Ltd State Key Laboratory of Hydrology-Water Resources and Hydraulic Er~gineering
出处 《China Ocean Engineering》 SCIE EI 2010年第2期353-368,共16页 中国海洋工程（英文版）
基金 supported by the National Natural Science Foundation of China(Grant No. 50779014)
关键词 solitary waves TSUNAMI wave impact coastal structures SPH solitary waves tsunami wave impact coastal structures SPH
分类号 O353.2 [理学—流体力学] O35 [理学—流体力学]
  • 相关文献

参考文献18

  • 1Ataie-Ashtiani,B.and Shobeyri,G.,2008.Numerical simulation of landslide impulsive waves by incompressible smoothed particle hydrodynamics,Int.J.Numer.Methods fluids,56(2):209 - 232.
  • 2Chen,E.,Ho,E.,Jallad,N.,Lam,R.,Lee,J.,Zhou,Y.,Del,Re D.,Berrios,L.,Nicolino,W.and Ratti,C.,2005.Resettlement or resilience? The tsunami safe(r) project,Proceedings of the International Symposium on isaster Reduction on Coasts,Melbourne,Australia,1 - 11.
  • 3Dias.P.,Dissanayake,R.and Chandratilake,R.,2008.Lessens learned from tsunami damage in Sri Lanka,Proceedings of ICE-Civil Engineering,159(2):74 - 81.
  • 4Gingold,R.A.and Monaghan,J.J.,1977.Smoothed particle hydrodynamics:theory and application to non-sphericalstars,Monthly Notices of the Royal Astronomical Society,181,375 - 389.
  • 5Gomez-Gesteira,M.and Dalrymple,R.A.,2004.Using a three-dimensional smoothed particle hydrodynamics methodfor wave impact on a tall structure,J.Waterw.Port Coast.Ocean Eng.,130(2):63-69.
  • 6Harlow,F.H.and Welch,J.E.,1965.Numerical calculation of time-dependent viscous incompressible flow of fluidwith a free surface,Phys.Fluids,8(12):2182-2189.
  • 7Hirt,C.W.and Nichols,B.D.,1981.Volume of fluid (VOF) method for the dynamics of free boundaries,J.Comput.Phys.,39(1):201-225.
  • 8Liang,D.,2010.Evaluating shallow water assumptions in dam-break flows,Proceedings of the Institution of Civil Engineers-Water Management,163(5):227-237.
  • 9Lucy,L.B.,1977.A numerical approach to the testing of the fission hypothesis,The Astronomical Journal,82,1013-1024.
  • 10Modoni,A.,2007.Tsunami resistant structures,MEng thesis,Department of Engineering,University of Cambridge.

同被引文献21

  • 1BETSY S, MASOUD H, CENGIZ E. Experiments and computations of solitary-wave forces on a coastal- bridge deck. Part I: Flat plate[J]. Coastal Engineering, 2014, 88: 194-209.
  • 2ZHANG Y X, WAN D C. Numerical simulation of liquid sloshing in low-filling tank by MPS[J]. Chinese Journal of Hydrodynarnics, 2012, 27(1): 100- 107.
  • 3ZHANG Y X, WAN D C. Apply MPS method to simu- late liquid sloshing in LNG tank[C]. Proceedings of the 22nd International Offshore and Polar Engineering Con- ference, Rhodes, Greece, 2012: 381-391.
  • 4TANG Z Y, WAN D C. Numerical simulation of impi- nging jet flows by modified MPS method[J]. Enginee- ring Computations, 20 l 5, 32(4): 1153-1171.
  • 5BOUSCASSE B, COLAGROSSIA A, MARRONE S, et al. Nonlinear water wave interaction with floating bodies in SPH[J]. Journal of Fluids and Structures, 2013, 42(4): 112-129.
  • 6PARVIZ G~ SHAHRYAR A, ABBAS D. Numerical simulation of solitary waves by SPH method and para- metric studies on the effect of wave height to water depth ratio[J]. International Journal of Engineering and Technology, 2012, 1(4): 453-465.
  • 7HUANG Y, ZHU C Q. Numerical analysis of tsunami- structure interaction using a modified MPS method[J]. Natural Hazards, 2015, 75: 2847-2862.
  • 8YANG Y Q, TANG Z Y, WAN D C. Numerical study on liquid sloshing in horizontal baffled tank by MPS method[J]. Chinese Journal of Hydrodynamics, 2015, 30(2): 146-153.
  • 9ZHANG Y X, WAN D C. Manual of meshless particle solver MLParticle-SJTU[M]. Technical Report No. 2013SR021699, Shanghai Jiao Tong University, 2013.
  • 10TANG Z Y, ZHANG Y L, WAN D C. Multi-resolution MPS method for free surface flows[J]. International Journal of Computational Methods, 2016, 13(4): 1641018.

引证文献4

二级引证文献7

China Ocean Engineering
2010年 第2期

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