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, (3): 49-53.
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, (3): 49-53.
HE Xiao-hua,CHEN Li,WANG Xin,ZHANG Jiong. Experimental study of turbulent width at piers[J]. Hydro-Science and Engineering, 2006, (3): 49-53.
Citation: HE Xiao-hua,CHEN Li,WANG Xin,ZHANG Jiong. Experimental study of turbulent width at piers[J]. Hydro-Science and Engineering, 2006, (3): 49-53.

桥墩紊流宽度的试验研究

Experimental study of turbulent width at piers

  • 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.

     

    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.

     

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