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Two-phase flow insights into open-channel flows with suspended particles of different densities
Authors:M Muste  K Yu  I Fujita  R Ettema
Institution:(1) IIHR-Hydroscience & Engineering, The University of Iowa, 302E Maxwell C. Stanley Hydraulics Laboratory, Iowa City, IA 52242-1585, USA;(2) Department of Civil Engineering, Dong-Eui University, Busan, Korea;(3) Department of Architecture and Civil Engineering, Kobe University, Kobe, Japan;(4) College of Engineering and Applied Science, The University of Wyoming, Laramie, WY, USA
Abstract:The effect of particle density on the turbulent open-channel flow carrying dilute particle suspensions is investigated using two specific gravities and three concentrations of solid particles. The particles, identical in size and similar in shape, were natural sand and a neutrally buoyant plastic. The particles were fully suspended, and formed no particle streaks on the channel’s bed. Accordingly, the changes in the flow are attributed to the interactions between suspended particles and flow turbulence structures. Measurements were obtained by means of image velocimetry enabling simultaneous, but distinct, measurement of liquid and particle velocities. The experimental results show that, irrespective of particle specific gravity, particle suspension influences bulk velocity of flow and the Kármán coefficient, while friction velocity essentially remains constant. The results also show that particles in suspension modify local water turbulence over the flow depth, but in ways not accurately predicted using the customary parameters for characterizing turbulence modification.
Keywords:Particle tracking velocimetry  Suspended sediment transport  Particle inertia  Two-phase flows  Turbulence modulation
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