Longitudinal dispersion by bodies fixed in a potential flow

We examine tracer dispersion by the potential flow through a random array of rigid bodies fixed relative to a mean flow. Both Darcy flow through permeable bodies and inviscid irrotational flow past impermeable bodies are treated within one theoretical framework. The variation of the longitudinal dispersivity with body shape and permeability κ is examined for the case of high Péclet number, Pe. In the absence of diffusive effects, the longitudinal dispersivity Dxx (where the mean flow is parallel to the x–axis) is calculated by tracing the evolution of a material surface advected by the mean flow and distorted by the array of bodies. For a random array of identical bodies of volume V and low volume fraction α, Dxx = α |Df|UL/ V. The drift volume, Df, is defined as the volume between the final and initial position of a material surface distorted by a single body moving in an unbounded flow, and L is the length–scale characterizing the associated longitudinal displacement of the surface. The variation of Dxx with permeability is illustrated by considering permeable cylinders and spheres, and the effect of body shape on dispersion is illustrated by considering impermeable spheroids. The longitudinal dispersivity arising from the flow past impermeable bodies is Dxx = αCxxUL, where Cxx is the added–mass coefficient characterizing the mean flow around the body. This indicates that bluff bodies enhance longitudinal dispersion by promoting the longitudinal stretching of fluid elements. For Darcy flow through bodies of low permeability, the longitudinal dispersivity is Caligraphic Dxxα(Cxx + 1)UL. The length–scale L, and thus Dxx, is singular as κ→ 0, owing to the long retention time of fluid within the bodies. For highly permeable two–dimensional bodies, Caligraphic Dxx = α(Cyy + 1)UL, where Cyy is the added–mass coefficient characterizing the flow around an impermeable body moving parallel to the y–axis. Consequently, dispersion by highly permeable bodies is enhanced when the bodies are slender, in contrast to the low–permeability limit. The influence of finite tracer diffusivity on longitudinal dispersion is demonstrated to make a negligible contribution when κ< 0 provided Pe ≫ max (1, 1/κ) and for impermeable bodies provided Pe ≫ 1. When Pe ≪ 1/κ, the longitudinal dispersion is dominated by diffusive effects and Dxx = O(αU2a2 / D1).

[1]  S. Belcher,et al.  Drift, partial drift and Darwin's proposition , 1994, Journal of Fluid Mechanics.

[2]  R. Freeze A stochastic‐conceptual analysis of one‐dimensional groundwater flow in nonuniform homogeneous media , 1975 .

[3]  Geoffrey Ingram Taylor,et al.  The Energy of a Body Moving in an Infinite Fluid, with an Application to Airships , 1928 .

[4]  Gedeon Dagan,et al.  Theory of Solute Transport by Groundwater , 1987 .

[5]  Joel H. Ferziger,et al.  Introduction to Theoretical and Computational Fluid Dynamics , 1996 .

[6]  S. Wheatcraft,et al.  Fluid Flow and Solute Transport in Fractal Heterogeneous Porous Media , 1991 .

[7]  P. Saffman,et al.  A theory of dispersion in a porous medium , 1959, Journal of Fluid Mechanics.

[8]  Tracer dispersion in porous media with a double porosity , 1993 .

[9]  X. On plane water-lines in two dimensions , 1864, Philosophical Transactions of the Royal Society of London.

[10]  E. C. Childs Dynamics of fluids in Porous Media , 1973 .

[11]  O. M. Phillips,et al.  Flow and Reactions in Permeable Rocks , 1991 .

[12]  C. Yih New derivations of Darwin's theorem , 1985, Journal of Fluid Mechanics.

[13]  G. Dagan Solute transport in heterogeneous porous formations , 1984, Journal of Fluid Mechanics.

[14]  John F. Brady,et al.  Dispersion in fixed beds , 1985, Journal of Fluid Mechanics.

[15]  Martin E. Weber,et al.  Bubbles in viscous liquids: shapes, wakes and velocities , 1981, Journal of Fluid Mechanics.

[16]  P. Drazin On the Steady Flow of a Fluid of Variable Density Past an Obstacle , 1961 .

[17]  S. Belcher,et al.  Atmospheric Flow through Groups of Buildings and Dispersion from Localised Sources , 1995 .

[18]  Chien-Cheng Chang Potential flow and forces for incompressible viscous flow , 1992, Proceedings of the Royal Society of London. Series A: Mathematical and Physical Sciences.

[19]  G. Batchelor,et al.  An Introduction to Fluid Dynamics , 1968 .

[20]  J. C. R. Hunt,et al.  A theory of turbulent flow round two-dimensional bluff bodies , 1973, Journal of Fluid Mechanics.

[21]  C. Darwin,et al.  Note on hydrodynamics , 1953, Mathematical Proceedings of the Cambridge Philosophical Society.

[22]  R. Clift,et al.  Bubbles, Drops, and Particles , 1978 .

[23]  D. W. Moore The velocity of rise of distorted gas bubbles in a liquid of small viscosity , 1965, Journal of Fluid Mechanics.

[24]  Muhammad Sahimi,et al.  Dynamics of Fluids in Hierarchical Porous Media. , 1992 .

[25]  J. M. Bush,et al.  Fluid displacement by high Reynolds number bubble motion in a thin gap , 1998 .

[26]  Andreas Acrivos,et al.  Longitudinal shear-induced diffusion of spheres in a dilute suspension , 1992, Journal of Fluid Mechanics.

[27]  J. Hunt,et al.  Turbulent dispersion from sources near two-dimensional obstacles , 1973, Journal of Fluid Mechanics.