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紊动流场中悬浮颗粒分布的随机理论 被引量:6

THE DISTRIBUTION OF SOLID PARTICLES SUSPENDED IN A TURBULENT FLOW: A STOCHASTIC APPROACH
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摘要 通过分析固体颗粒在紊动流场中的随机运动,建立了二维流场中垂直于时均流动的方向上颗粒随机位移的概率密度分布函数所满足的方程。由该方程解出的分布函数在一定条件下即相当于颗粒浓度分布函数。运用这一方法研究了[1]、[2]中报道的壁面附近颗粒浓度降低的现象。 The random motion of solid particles suspended in two-dimentional turbulent flow is considered in this paper. Mean values of partical velocity and displacement in a direction normal to the mean streamlines of the flow are calculated and it is found out that particle velocity vp can be decomposed into a mean velocity (vp) and a velocity fluctuation vp - (vp) where (vp) is equal to the settling velocity of the same particle in tranquil fluid. A Langevin random differential equation for particle displacement Yp is developed, from which a Fokker-Planck equation for the probability function p(y, t) is derived on the basis of the theory of Markovian process. Thus the distribution of p(y, t) is interrelated to the random motion of the particle. The lift effect to which a particle will be subject in the vicinity of the wall is taken into account and a corresponding Fokker-Planck equation is developed. Analytic solution of this equation shows that the probability density p(y, t) describing particle displacement has a maximum value at y = H where the perpendicular component of the resulting lift force precisely balances the particle gravity. Interpretation of experimental observations reported in the literature is given using this theory.
机构地区 清华大学
出处 《力学学报》 EI CSCD 北大核心 1991年第1期28-36,共9页 Chinese Journal of Theoretical and Applied Mechanics
关键词 紊动 扩散 悬浮颗粒 随机运动 suspended particles, turbulent diffusion, random motion, probability den-sity distribution
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参考文献3

  • 1邵学军,1989年
  • 2黄祖洽,输运理论,1987年
  • 3郝伯林,随机微分方程,1981年

同被引文献41

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  • 2钟德钰,王士强,王光谦.水流冲泻质挟沙机理探讨[J].泥沙研究,1998,23(3):41-47. 被引量:6
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  • 5白福来 李亚杰 傅智.高速挟沙水流对水工建筑物的磨损机理及估算.人民黄河,1987,(1):19-22.
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