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论文摘要

推移质颗粒3维运动紊动特性试验研究

Experimental Study on the 3D Motion Turbulence Characteristics of Bed-load Particles

作者:唐立模(河海大学 水文水资源及水利工程科学国家重点实验室;河海大学 水利水电学院);何晔(河海大学 水利水电学院);唐洪武(河海大学 水文水资源及水利工程科学国家重点实验室;河海大学 水利水电学院);王兴奎(清华大学 水沙科学与水利水电工程国家重点实验室)

Author:Tang Limo(State Key Lab. of Hydrologywater Resources and Hydraulic Eng.,Hohai Univ.;College of Water Conservancy and Hydropower Eng.,Hohai Univ.);He Ye(College of Water Conservancy and Hydropower Eng.,Hohai Univ.);Tang Hongwu(State Key Lab. of Hydrologywater Resources and Hydraulic Eng.,Hohai Univ.;College of Water Conservancy and Hydropower Eng.,Hohai Univ.);Wang Xingkui(State Key Lab. of Hydroscience and Eng.,Tsinghua Univ.)

收稿日期:2012-11-28          年卷(期)页码:2013,45(2):13-17

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:粒径;比重;水力比降;紊动强度

Key words:particle diameter;specific gravity;flow slope;turbulence intensity

基金项目:国家自然科学基金青年科学基金资助项目(50909036;51109066);国家杰出青年科学基金项目(51125034);河海大学水文水资源及水利工程科学国家重点实验室基本科研业务费自主研究项目(2011585712)

中文摘要

采用3维粒子示踪测速技术,观测了10种不同示踪粒子的粒径、比重以及水力比降等水沙条件下推移质颗粒的3维运动,并对其紊动特性进行了统计分析。分别探讨了粒径、比重及水力比降对推移质颗粒紊动强度的影响,定性总结了3个方向上紊动特性的变化规律。实验结果表明,推移质颗粒的纵向紊动强度随粒径减小和水力比降的增大而加大,垂向和横向紊动强度在近壁区的变化规律与纵向相反,颗粒比重对紊动强度的影响不明显。

英文摘要

In steady uniform flows with different particle diameter,specific gravity and flow slope,ten runs of experiments with bed-load particles were performed using a three dimensional particle tracking velocimetry (3D PTV) technique,and then the turbulence velocity characteristics of bed-load particles were analyzed statistically.The experimental results showed that the longitudinal turbulence intensity of bed-load particles increases with the decrease of diameter and the increase in slope.In the near wall region,the vertical and transverse turbulence intensities showed the reverse law with the longitudinal.The specific gravity has inconspicuous effect on the turbulence intensities.

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