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Two-phase micro-and macro-time scales in particle-laden turbulent channel flows
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作者 Bing Wang Michael Manhart 《Acta Mechanica Sinica》 SCIE EI CAS CSCD 2012年第3期595-604,共10页
The micro- and macro-time scales in two-phase turbulent channel flows are investigated using the direct nu- merical simulation and the Lagrangian particle trajectory methods for the fluid- and the particle-phases, res... The micro- and macro-time scales in two-phase turbulent channel flows are investigated using the direct nu- merical simulation and the Lagrangian particle trajectory methods for the fluid- and the particle-phases, respectively. Lagrangian and Eulerian time scales of both phases are cal- culated using velocity correlation functions. Due to flow anisotropy, micro-time scales are not the same with the theo- retical estimations in large Reynolds number (isotropic) tur- bulence. Lagrangian macro-time scales of particle-phase and of fluid-phase seen by particles are both dependent on particle Stokes number. The fluid-phase Lagrangian inte- gral time scales increase with distance from the wall, longer than those time scales seen by particles. The Eulerian inte- gral macro-time scales increase in near-wall regions but de- crease in out-layer regions. The moving Eulerian time scales are also investigated and compared with Lagrangian integral time scales, and in good agreement with previous measure- ments and numerical predictions. For the fluid particles the micro Eulerian time scales are longer than the Lagrangian ones in the near wall regions, while away from the walls the micro Lagrangian time scales are longer. The Lagrangian integral time scales are longer than the Eulerian ones. The results are useful for further understanding two-phase flow physics and especially for constructing accurate prediction models of inertial particle dispersion. 展开更多
关键词 Micro-time scale lagrangian integral timescale ~ moving eulerian time scale Particle-laden turbulentflow ~ Particle Stokes number Direct numerical simulation(DNS) lagrangian trajectory method
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大规模输水隧道水锤效应三维数值模拟 被引量:4
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作者 王小庆 金先龙 曹源 《上海交通大学学报》 EI CAS CSCD 北大核心 2016年第1期98-102,109,共6页
为研究大型输水隧道的水锤效应,提出基于任意拉格朗日欧拉(ALE)流固耦合技术的三维水锤分析方法,并通过算例与实验结果进行相互对比,验证了该仿真方法的有效性.基于多尺度仿真技术,建立了某大型输水隧道土体-结构-水体三维耦合非线性有... 为研究大型输水隧道的水锤效应,提出基于任意拉格朗日欧拉(ALE)流固耦合技术的三维水锤分析方法,并通过算例与实验结果进行相互对比,验证了该仿真方法的有效性.基于多尺度仿真技术,建立了某大型输水隧道土体-结构-水体三维耦合非线性有限元模型,并利用所述分析方法,结合混合显式积分算法及其并行技术完成三维水锤效应的模拟计算.结果表明,水锤压力随阀门关闭时间延长及隧道长度减少而减小;隧道结构受水锤影响最大的部分出现在靠近出口处. 展开更多
关键词 输水隧道 水锤 任意拉格朗日欧拉 流固耦合 多尺度仿真 混合显式积分 并行计算
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