摘要
作者利用固液两相流中关于颗粒运动的动理论,对恒定均匀流条件下微观的颗粒速度分布函数变化以及颗粒脉动强度的宏观特性变化进行了分析,得到了水沙流中颗粒沿纵向和垂向脉动强度变化的理论计算结果。经与水平管流中颗粒运动的实验结果比较,二者比较吻合,从而印证了理论的合理性。
The authors analyzed the microscopic velocity distribution of sediment and macroscopic characteristics of particle peculiar velocity on the conditions of homogeneous flow by employing the kinetic theory of solidliquid twophase flow. The theoretical computation results of the mean square values of the particle peculiar velocity in axis direction and vertical direction were obtained and compared with the experimental results of particle motion in horizontal pipe. The kinetic theory was proved to be reasonable.
出处
《水利学报》
EI
CSCD
北大核心
2003年第3期7-13,共7页
Journal of Hydraulic Engineering
基金
国家自然科学基金项目资助(49625101)
关键词
水沙流
颗粒脉动特性
固液两相流
恒定均匀流
kinetic theory
sediment-laden flow
fluctuation characteristics of particles