Velocity distribution and turbulence structure of open channel flow with floating-leaved vegetation

2020 ◽  
Vol 590 ◽  
pp. 125298
Author(s):  
Qian Li ◽  
Yu-hong Zeng ◽  
Wei Zha
2011 ◽  
Vol 49 (6) ◽  
pp. 784-790 ◽  
Author(s):  
Gustavo Marini ◽  
Giuseppe De Martino ◽  
Nicola Fontana ◽  
Mauro Fiorentino ◽  
Vijay P. Singh

2018 ◽  
Vol 40 ◽  
pp. 05039
Author(s):  
Priscilla Williams ◽  
Vesselina Roussinova ◽  
Ram Balachandar

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 (PIV). 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.


2019 ◽  
Vol 573 ◽  
pp. 180-193 ◽  
Author(s):  
Wen-Xin Huai ◽  
Jiao Zhang ◽  
Wei-Jie Wang ◽  
Gabriel G. Katul

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