Velocity lag between particle and liquid in sediment-laden open channel turbulent flow
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[1] R. Soulsby,et al. Threshold of Sediment Motion in Coastal Environments , 1997 .
[2] M. Muthukumar,et al. Convergence of multiple scattering series for two-body hydrodynamic effects on shear viscosity of suspensions of spheres , 1991 .
[3] W. Graf,et al. Sediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions , 1999 .
[4] S. Dey. Fluvial hydrodynamics: Hydrodynamic and sediment transport phenomena , 2014 .
[5] Sean J. Bennett,et al. TURBULENCE MODULATION AND PARTICLE VELOCITIES OVER FLAT SAND BEDS AT LOW TRANSPORT RATES , 1997 .
[6] W. C. Mih. An empirical shear stress equation for general solid-fluid mixture flows , 1993 .
[7] Nian-Sheng Cheng,et al. Effect of Concentration on Settling Velocity of Sediment Particles , 1997 .
[8] A. Acrivos,et al. The shear-induced migration of particles in concentrated suspensions , 1987, Journal of Fluid Mechanics.
[9] N. Cheng. A diffusive model for evaluating thickness of bedload layer , 2003 .
[10] A. B. Metzner. Rheology of Suspensions in Polymeric Liquids , 1985 .
[11] W. C. Mih. High concentration granular shear flow , 1999 .
[12] Marian Muste,et al. Velocity Profiles for Particles and Liquid in Open-Channel Flow with Suspended Sediment , 1997 .
[13] Zhixian Cao,et al. EQUILIBRIUM NEAR-BED CONCENTRATION OF SUSPENDED SEDIMENT , 1999 .
[14] D. Pal,et al. An analytical model for bedload layer thickness , 2014 .
[15] Shu‐Qing Yang. Turbulent transfer mechanism in sediment‐laden flow , 2007 .
[16] Marian Muste,et al. Two-phase formulation of suspended sediment transport , 1999 .
[17] R. Bagnold. Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear , 1954, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[18] Neil L. Coleman,et al. Simple model of sediment-laden flows , 1986 .
[19] S. Drobniak,et al. Coherent structures of free acoustically stimulated jet , 2002 .
[20] K. Kiger,et al. Suspension and turbulence modification effects of solid particulates on a horizontal turbulent channel flow , 2002 .
[21] Fabián A. Bombardelli,et al. Toward two‐phase flow modeling of nondilute sediment transport in open channels , 2010 .
[22] J. Hunt. The turbulent transport of suspended sediment in open channels , 1954, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.
[23] I. Nezu,et al. Particle–turbulence interaction and local particle concentration in sediment-laden open-channel flows , 2009 .
[24] N. Cheng,et al. A single-camera technique for simultaneous measurement of large solid particles transported in rapid shallow channel flows , 2012 .
[25] D. Coles. The law of the wake in the turbulent boundary layer , 1956, Journal of Fluid Mechanics.
[26] R. Ettema,et al. Two‐phase versus mixed‐flow perspective on suspended sediment transport in turbulent channel flows , 2005 .
[27] Said Elghobashi,et al. On predicting particle-laden turbulent flows , 1994 .
[28] N. Cheng,et al. Two-phase modeling of suspended sediment distribution in open channel flows/ Modélisation diphasique de la distribution de sédiments en suspension dans un écoulement à surface libre , 2004 .
[29] Sylvain Guillou,et al. On turbulence closures for two-phase sediment-laden flow models , 2008 .
[30] R. Gaudio,et al. Non-universality of von Kármán's κ in fluvial streams , 2010 .
[31] D. Pal,et al. Hindered settling with an apparent particle diameter concept , 2013 .
[32] Sanjoy Banerjee,et al. Particle behavior in the turbulent boundary layer. II. Velocity and distribution profiles , 1995 .
[33] Wang Xingkui,et al. TURBULENCE CHARACTERISTICS OF SEDIMENT-LADEN FLOW , 1989 .
[34] K. Ghoshal,et al. Effects of secondary current and stratification on suspension concentration in an open channel flow , 2014, Environmental Fluid Mechanics.
[35] N. Cheng. Simplified Settling Velocity Formula for Sediment Particle , 1997 .
[36] Adrian Wing-Keung Law,et al. Two-phase modeling of suspended sediment distribution in open channel flows , 2004 .
[37] K. Ghoshal,et al. An Explicit Model for Concentration Distribution using Biquadratic-Log-Wake Law in an Open Channel Flow , 2013 .
[38] F. Bombardelli,et al. Two-phase modeling of turbulence in dilute sediment-laden, open-channel flows , 2009 .
[39] M. Rashidi,et al. PARTICLE-TURBULENCE INTERACTION IN A BOUNDARY LAYER , 1990 .
[40] M. Bouvard,et al. Vertical dispersion of spherical, heavy particles in turbulent open channel flow , 1985 .
[41] Vito A. Vanoni,et al. Transportation of Suspended Sediment by Water , 1946 .
[42] R. D. Felice,et al. The voidage function for fluid-particle interaction systems , 1994 .
[43] S. Dey,et al. Is the von Kármán constant affected by sediment suspension , 2012 .
[44] Fabián A. Bombardelli,et al. Hierarchical modeling of the dilute transport of suspended sediment in open channels , 2008 .
[45] Neil L. Coleman,et al. Effects of Suspended Sediment on the Open‐Channel Velocity Distribution , 1986 .
[46] Giovanni Paolo Romano,et al. Particle–fluid interactions in a plane near-wall turbulent flow , 2004, Journal of Fluid Mechanics.
[47] Nian-Sheng Cheng,et al. Analysis of Velocity Lag in Sediment-Laden Open Channel Flows , 2004 .