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基于SPH方法的立面二维涌浪数值模拟 被引量:10

Two-dimension numerical simulation of impulsive waves by SPH method
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摘要 基于无网格SPH法模拟块体下滑所引起的涌浪流动过程,并将模拟得到的自由表面速度、高度变化结果与解析解以及VOF紊流模型计算结果进行比较。在此基础上,计算滑块下滑速度分别为0.2,0.6,1.0 m/s时的自由面变化。结果表明:滑块下滑引起水槽自由液面变化并形成卷碎波,并有水气混掺现象。自由面孤立波波形、水平速度与解析解以及VOF紊流模型计算结果吻合较好。下滑速度较慢时波形平坦,无卷碎波产生;滑速大时水气完全分离;涌浪形成的波峰峰值随滑块入水速度增大而增加。SPH方法可进一步用于模拟水体中由大型崩岸产生的高速远程滑坡涌浪或复杂的海啸模拟。 The meshless method of smoothed particle hydrodynamics (SPH) was used to simulate impulsive wave generated by a rectangular block falling inside water. The velocity and height change of free surface were contrasted with the analytical solution and V()F turbulent flow model results. The free surface transition was calculated at slide falling speed of 0.2, 0.6 and 1.0 m/s, respectively. The results show that sliding block results in free surface transformation, scroll wave generation and mixture of liquid with air, The solitary wave profile and horizontal velocity agree well with the analytical solution and VOF results. The wave profile is flat with no scroll waves at slowly sliding speed; the water is separate from the air at high speed. The peak wave crest increases with the increase of the sliding speed. The SPH model can serve as useful model of Large-scale rock avalanches from steep cliffs near substantial bodies of water, or of complex tsunami prediction.
出处 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2012年第8期3244-3249,共6页 Journal of Central South University:Science and Technology
基金 国家自然科学基金资助项目(50879097) 教育部博士点基金资助项目(2011019111036)
关键词 SPH 无网格法 涌浪 数值模拟 smoothed particle hydrodynamics (SPH) meshless method impulsive wave numerical simulation
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参考文献16

  • 1Gingold R A, Monaghan J J, Smoothed Particle Hydrodynamics: theory and application to non-spherical stars[J]. Monthly Notices of the Royal Astronomical Society, 1977, 181: 375-389.
  • 2缪吉伦,陈景秋,张永祥.SPH方法在自由表面流体研究中的应用[J].水利水电科技进展,2011,31(3):20-23. 被引量:10
  • 3郑兴,段文洋.光滑质点流体动力学(SPH)及其算法特性[J].船舶力学,2008,12(4):550-559. 被引量:22
  • 4孙晓艳,王军.SPH方法的理论及应用[J].水利水电技术,2007,38(3):44-46. 被引量:22
  • 5Colagrossi A, Landrini M. Numerical simulation of interfacial flows by smoothed particle hydrodynamics[J]. Journal of Computational Physics, 2003, 191 (2): 448-475.
  • 6Mutsuda H, Shinkura Y. An eulerian scheme with lagrangian particles for solving impact pressure caused by wave breaking[J]. Proceedings of the Eighteenth International Offshore and Polar Engineering Conference, Canada, 2008:162-165.
  • 7Oger G. Two-dimensional SPH simulation of wedge water entries[J]. Journal of Computational Physics, 2006, 213: 803-822.
  • 8Souto A, Delorme L, Perez-Rojas L, et al. Liquid moment amplitude assessment in sloshing type problems with Smooth Paritcle Hydrodynamics[J]. Ocean Engineering, 2006, 33: 1462-1484.
  • 9Monaghan J J, Kos A. Scott Russell's wave generator[J]. Physics of fluids, 2000, 12(3): 622-630.
  • 10Iwasaki S I. A semi-analytical and semi-empirical method for the evaluotinn of tsunami generating efficiency due to landslides plunging into the water bodies[C]//Preceding of the Fourth Pacific Congress on Marine Science and Technology. Tokyo, 1990: 162-166.

二级参考文献84

  • 1金阿芳,买买提明.艾尼.论光滑粒子流体动力学(SPH)方法[J].新疆大学学报(自然科学版),2006,23(2):188-193. 被引量:14
  • 2张锁春.光滑质点流体动力学(SPH)方法(综述)[J].计算物理,1996,13(4):385-397. 被引量:82
  • 3杜小弢,吴卫,龚凯,刘桦.二维滑坡涌浪的SPH方法数值模拟[J].水动力学研究与进展(A辑),2006,21(5):579-586. 被引量:25
  • 4韩旭,杨刚,龙述尧.SPH方法在两相流动问题中的典型应用[J].湖南大学学报(自然科学版),2007,34(1):28-32. 被引量:13
  • 5孙晓艳,王军.SPH方法的理论及应用[J].水利水电技术,2007,38(3):44-46. 被引量:22
  • 6Watts P, Grilli S T, Tappin, et al . Tsunami generation by submarine mass failure Part Ⅱ: Predictive Equations and case studies[ J] J. Waterway Port Coastal and Ocean Engineering, 2005,131(6), 298 - 310.
  • 7Wiegel R. Laboratory studies of gravity waves generated by the movement of a submarine body[J]. Transactions - American Geophysical Union 1955, 36(5):759- 774.
  • 8lwasaki S. Experimental study of a Tsunami generated by a horizontal motion of a sloping bottom[J]. Bulletin of the Earthquake Research Institute, 1982, 57:239 - 262.
  • 9Fritz H M, Hager W H, Minor H E. Near field characteristics of landslide generated impulse waves [ J ]. Journal of Waterway, Port, Coastal, and Ocean Engineering, 2004,130 (6) : 287 - 302.
  • 10Watts P. Wave maker curves for tsunamis generated by underwater landslides [ J ] . Journal of Waterways, Port, Coastal, and Ocean Engineering 1998, 124 ( 3 ) : 127 - 137.

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