Turbulence structure of non-uniform rough open channel flow

被引:1
|
作者
Williams, Priscilla [1 ]
Roussinova, Vesselina [2 ]
Balachandar, Ram [1 ]
机构
[1] Univ Windsor, Civil & Environm Engn Dept, 401 Sunset Ave, Windsor, ON, Canada
[2] Univ Windsor, MAME Dept, 401 Sunset Ave, Windsor, ON, Canada
关键词
SMOOTH; WALL; VELOCITY; LAYER; LAW;
D O I
10.1051/e3sconf/20184005039
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This paper focuses on the turbulence structure in a non-uniform, gradually varied, sub-critical open channel flow (OCF) on a rough bed. The flow field is analysed under accelerating, near-uniform and decelerating conditions. Information for the flow and turbulence parameters was obtained at multiple sections and planes using two different techniques: two component laser Doppler velocimetry (LDV) and particle image velocimetry (Ply). Different outer region velocity scaling methods were explored for evaluation of the local friction velocity. Analysis of the mean velocity profiles showed that the overlap layer exists for all flow cases. The outer layer of the decelerated velocity profile was strongly affected by the pressure gradient, where a large wake was noted. Due to the prevailing nature of the experimental setup it was found that the time-averaged flow quantities do not attained equilibrium conditions and the flow is spatially heterogeneous. The roughness generally increases the friction velocity and its effect was stronger than the effect of the pressure gradient. It was found that for the decelerated flow section over a rough bed, the mean flow and turbulence intensities were affected throughout the flow depth. The flow features presented in this study can be used to develop a model for simulating flow over a block ramp. The effect of the non-uniformity and roughness on turbulence intensities and Reynolds shear stresses was further investigated.
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页数:8
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