Entropy-Based Modeling of Velocity Lag in Sediment-Laden Open Channel Turbulent Flow

In the last few decades, a wide variety of instruments with laser-based techniques have been developed that enable experimentally measuring particle velocity and fluid velocity separately in particle-laden flow. Experiments have revealed that stream-wise particle velocity is different from fluid velocity, and this velocity difference is commonly known as “velocity lag” in the literature. A number of experimental, as well as theoretical investigations have been carried out to formulate deterministic mathematical models of velocity lag, based on several turbulent features. However, a probabilistic study of velocity lag does not seem to have been reported, to the best of our knowledge. The present study therefore focuses on the modeling of velocity lag in open channel turbulent flow laden with sediment using the entropy theory along with a hypothesis on the cumulative distribution function. This function contains a parameter η, which is shown to be a function of specific gravity, particle diameter and shear velocity. The velocity lag model is tested using a wide range of twenty-two experimental runs collected from the literature and is also compared with other models of velocity lag. Then, an error analysis is performed to further evaluate the prediction accuracy of the proposed model, especially in comparison to other models. The model is also able to explain the physical characteristics of velocity lag caused by the interaction between the particles and the fluid.

[1]  Debasish Pal,et al.  Velocity lag between particle and liquid in sediment-laden open channel turbulent flow , 2016 .

[2]  Chao-Lin Chiu Entropy and Probability Concepts in Hydraulics , 1987 .

[3]  Marian Muste,et al.  Two-phase formulation of suspended sediment transport , 1999 .

[4]  Marian Muste,et al.  Velocity Profiles for Particles and Liquid in Open-Channel Flow with Suspended Sediment , 1997 .

[5]  Manotosh Kumbhakar,et al.  One-Dimensional velocity distribution in open channels using Renyi entropy , 2017, Stochastic Environmental Research and Risk Assessment.

[6]  Manotosh Kumbhakar,et al.  Two dimensional velocity distribution in open channels using Renyi entropy , 2016 .

[7]  Vijay P. Singh,et al.  Modeling sediment concentration in debris flow by Tsallis entropy , 2015 .

[8]  Sean J. Bennett,et al.  TURBULENCE MODULATION AND PARTICLE VELOCITIES OVER FLAT SAND BEDS AT LOW TRANSPORT RATES , 1997 .

[9]  Fabián A. Bombardelli,et al.  Toward two‐phase flow modeling of nondilute sediment transport in open channels , 2010 .

[10]  Sanjoy Banerjee,et al.  Particle behavior in the turbulent boundary layer. II. Velocity and distribution profiles , 1995 .

[11]  Adrian Wing-Keung Law,et al.  Two-phase modeling of suspended sediment distribution in open channel flows , 2004 .

[12]  Yen-Chang Chen,et al.  Mathematical Models of Distribution of Sediment Concentration , 2000 .

[13]  Vijay P. Singh,et al.  Suspended Sediment Concentration in Open Channels Using Tsallis Entropy , 2014 .

[14]  E. Jaynes On the rationale of maximum-entropy methods , 1982, Proceedings of the IEEE.

[15]  Sylvain Guillou,et al.  On turbulence closures for two-phase sediment-laden flow models , 2008 .

[16]  K. Kiger,et al.  Suspension and turbulence modification effects of solid particulates on a horizontal turbulent channel flow , 2002 .

[17]  E. Jaynes Information Theory and Statistical Mechanics , 1957 .

[18]  A. Tanière,et al.  On the behaviour of solid particles in a horizontal boundary layer with turbulence and saltation effects , 1997 .

[19]  C. E. SHANNON,et al.  A mathematical theory of communication , 1948, MOCO.

[20]  Gad Hetsroni PARTICLE-TURBULENCE INTERACTION IN A BOUNDARY LAYER , 1994 .

[21]  R. Bagnold The nature of saltation and of ‘bed-load’ transport in water , 1973, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[22]  J. Derksen,et al.  Simulations of granular bed erosion due to a mildly turbulent shear flow , 2015 .

[23]  Xueming Shao,et al.  Fully resolved numerical simulation of particle-laden turbulent flow in a horizontal channel at a low Reynolds number , 2012, Journal of Fluid Mechanics.

[24]  Vijay P. Singh,et al.  Two-Dimensional Velocity Distribution in Open Channels Using the Tsallis Entropy , 2013 .

[25]  Ming Li,et al.  Regimes of sediment-turbulence interaction and guidelines for simulating the multiphase bottom boundary layer , 2016 .

[26]  Nian-Sheng Cheng,et al.  Analysis of Velocity Lag in Sediment-Laden Open Channel Flows , 2004 .

[27]  Fabián A. Bombardelli,et al.  Hierarchical modeling of the dilute transport of suspended sediment in open channels , 2008 .

[28]  R. Ettema,et al.  Two‐phase versus mixed‐flow perspective on suspended sediment transport in turbulent channel flows , 2005 .

[29]  Giovanni Paolo Romano,et al.  Particle–fluid interactions in a plane near-wall turbulent flow , 2004, Journal of Fluid Mechanics.

[30]  Jochen Fröhlich,et al.  Fluid–particle interaction in turbulent open channel flow with fully-resolved mobile beds , 2014 .