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Turbulence structure of non-uniform rough open channel flow
Conference proceeding   Open access   Peer reviewed

Turbulence structure of non-uniform rough open channel flow

Priscilla Williams, Vesselina Roussinova and Ram Balachandar
Ninth International Conference on Fluvial Hydraulics (River Flow 2018), Vol.40, p.5039
E3S Web of Conferences
01/01/2018
DOI: 10.1051/e3sconf/20184005039
url
https://doi.org/10.1051/e3sconf/20184005039View
Published (Version of record) Open Access

Abstract

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.
Physical Sciences Science & Technology Water Resources

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