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Measurement of velocity-lag of suspended-sediment particles in turbulent open-channel flows
Journal article   Open access

Measurement of velocity-lag of suspended-sediment particles in turbulent open-channel flows

Kwonkyu Yu, Marian Muste, Robert Ettema and Byungman Yoon
Journal of Korea Water Resources Association, Vol.39(2), pp.99-108
02/2006
DOI: 10.3741/JKWRA.2006.39.2.099
url
https://doi.org/10.3741/JKWRA.2006.39.2.099View
Published (Version of record) Open Access

Abstract

To describe the behavior of suspended-sediment particles in turbulent open-channel flows, the advection-diffusion equation or its simplified form has been used. Though this equation was derived upon several assumptions, only a few studies tried to evaluate the limit of the assumptions. The reason is that it is very difficult to measure turbulence in open-channel flows and to discriminate the velocities of water and sediment particles. The present study aims to measure the velocity profiles of water and sediment particles in open-channel flows by using PTV (Particle Tracking Velocimetry), a kind of PIV (Particle Image Velocimetry). The measured results showed that sediment particles moved slower than water tracers did in the outer region. In the present study, the amount of velocity-lag reached about 5% of the mean flow velocity and the position of the maximum velocity-lag was y/h nearly equal 0.05 (y (super +) = 30-50). The main cause of the velocity-lag of sediment particles seems that the sediment particles have larger density than water has. On the other hand, in the viscous sublayer, sediment particle has a larger velocity than water tracers. The reason of the inversion of velocity-lag may be due to the no-sleep condition of water at the solid boundaries.
Hydrogeology Hydrology Turbulence channels experimental studies flows flume studies fluvial sedimentation measurement particles rivers and streams sediment transport sedimentation stream transport suspended materials velocimetry velocity

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