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.
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.
出处
《水利水运工程学报》
CSCD
北大核心
2006年第3期49-53,共5页
Hydro-Science and Engineering
基金
973资助项目(2003CB415205)
国家自然科学基金资助项目(50479036)
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
mean velocity in section
time-average velocity
turbulent intensity
turbulent width
pier
conceptual flume experiment