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桥墩紊流宽度的试验研究
引用本文:何小花,陈立,王鑫,张炯.桥墩紊流宽度的试验研究[J].水利水运工程学报,2006,0(3):49-53.
作者姓名:何小花  陈立  王鑫  张炯
作者单位:武汉大学,水资源与水电工程科学国家重点实验室,湖北,武汉,430072
基金项目:973资助项目(2003CB415205),国家自然科学基金资助项目(50479036)
摘    要:通过概化水槽试验,采用M icroADV流速仪测量瞬时流速,得到桥墩周围纵向、横向和垂向时均流速和紊流强度的横向分布.比较了有、无桥墩的时均流速和紊流强度横向分布变化,得出桥墩对时均流速和紊流强度的影响幅度和范围,据此确定桥墩侧边缘的紊流宽度,并给出了桥墩最大紊流宽度随断面平均流速变化的关系.

关 键 词:断面平均流速  时均流速  紊流强度  紊流宽度  桥墩  概化水槽试验
文章编号:1009-640X(2006)03-0049-05
收稿时间:2006-02-22
修稿时间:2006年2月22日

Experimental study of turbulent width at piers
HE Xiao-hu,CHEN Li,WANG Xin,ZHANG Jiong.Experimental study of turbulent width at piers[J].Hydro-Science and Engineering,2006,0(3):49-53.
Authors:HE Xiao-hu  CHEN Li  WANG Xin  ZHANG Jiong
Affiliation:State Key Laboratory of Water Resources and Hydropower Engineering Sciences, Wuhan University, Wuhan 430072, China
Abstract:By conceptual flume experiments,the longitudinal,lateral and vertical time-average velocity and lateral distribution of turbulent intensity around a!pier are presented by using a Micro Acoustic-Doppler Velocimeter(MicroADV) to measure the instantaneous velocity.Comparison of time-average velocity and lateral distribution of turbulent intensity with and without piers is carried out,influences of the pier on time-average velocity and turbulent intensity are presented,turbulent width at the edge of a pier and the relationship between the maximum width of turbulent and mean velocity in section are also presented.
Keywords:mean velocity in section  time-average velocity  turbulent intensity  turbulent width  pier  conceptual flume experiment
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