Turbulent structure in unsteady depth-varying open-channel flows

被引:75
作者
Nezu, I
Kadota, A
Nakagawa, H
机构
[1] EHIME UNIV,DEPT CIVIL ENGN,MATSUYAMA,EHIME 770,JAPAN
[2] RITSUMEIKAN UNIV,DEPT CIVIL ENGN,KUSATSU 525,JAPAN
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1997年 / 123卷 / 09期
关键词
D O I
10.1061/(ASCE)0733-9429(1997)123:9(752)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Turbulence measurements over a smooth wall in unsteady depth-varying open-channel flows were conducted by the simultaneous use of a two-component laser Doppler anemometer (LDA) and a water-wave gauge. In the present study, velocity measurements in the viscous sublayer of highly unsteady flow have been first conducted to evaluate the friction velocity independently of the log-law. The von Karman constant kappa was calculated using this friction velocity. It was proven then that the value of kappa was really a constant of 0.41 even in unsteady open-channel flows. Next, statistical structures of mean velocity and turbulence characteristics were investigated across the whole flow from the near-wall region up to the free surface. In particular, turbulence measurements near the depth-varying water-surface zone of flood flow were conducted successfully for the first time with the LDA; such measurements have been impossible with conventional velocity instruments such as hot-film anemometers. Mean velocity profiles and turbulence characteristics were revealed in both the rising and the falling stages of the flood period.
引用
收藏
页码:752 / 763
页数:12
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