2007
DOI: 10.1007/s10665-007-9170-6
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Effect of surface slip on Stokes flow past a spherical particle in infinite fluid and near a plane wall

Abstract: The motion of a spherical particle in infinite linear flow and near a plane wall, subject to the slip boundary condition on both the particle surface and the wall, is studied in the limit of zero Reynolds number. In the case of infinite flow, an exact solution is derived using the singularity representation, and analytical expressions for the force, torque, and stresslet are derived in terms of slip coefficients generalizing the Stokes-Basset-Einstein law. The slip velocity reduces the drag force, torque, and … Show more

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Cited by 61 publications
(53 citation statements)
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“…For a given sphere location d * , these velocities increase with K * for prescribed λ; whereas, for a given permeability K * , note that, as λ increases, then u l 1 increases, but ω l 2 may either increase (for K * = 10 −4 ) or decrease (for K * = 10 −2 ). For a low permeability, the results versus λ are in good agreement with those for an impermeable slip wall obtained by bispherical coordinates in Loussaief (2008) and by BIM in Luo & Pozrikidis (2008). For the quadratic shear flow, u q 1 and ω q 2 exhibit the same behaviour as u l 1 and ω l 2 , except that, for large enough d * , ω q 2 admits a minimum value when λ is small enough and K * large (see the curve for K * = 10 −2 and λ = 0.1/3).…”
Section: External Shear Flowssupporting
confidence: 85%
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“…For a given sphere location d * , these velocities increase with K * for prescribed λ; whereas, for a given permeability K * , note that, as λ increases, then u l 1 increases, but ω l 2 may either increase (for K * = 10 −4 ) or decrease (for K * = 10 −2 ). For a low permeability, the results versus λ are in good agreement with those for an impermeable slip wall obtained by bispherical coordinates in Loussaief (2008) and by BIM in Luo & Pozrikidis (2008). For the quadratic shear flow, u q 1 and ω q 2 exhibit the same behaviour as u l 1 and ω l 2 , except that, for large enough d * , ω q 2 admits a minimum value when λ is small enough and K * large (see the curve for K * = 10 −2 and λ = 0.1/3).…”
Section: External Shear Flowssupporting
confidence: 85%
“…Note that, as expected, for K * = 10 −2 the coefficient f 33 decreases as the slip length λ increases, since the shear rate of the flow taking place in the slab-sphere gap is smaller when λ is bigger and thus the lubrication force is then smaller. Using the bipolar coordinates method, Michalopoulou et al (1992) considered the axisymmetric translation of a solid sphere towards another motionless and porous Davis, Kezirian & Brenner (1994) using the bipolar coordinates method ( for λ = 0.1, and ♦ for λ = 0.01) and by Luo & Pozrikidis (2008) using the boundary integral equations technique ( for λ = 0.1), and the results obtained for a solid wall and a no-slip particle by Luo & Pozrikidis (2008) (⋆ for λ = 0) and by Chaoui & Feuillebois (2003) …”
Section: Friction Coefficientsmentioning
confidence: 99%
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“…Basset [12] derived expressions E4 for the force exerted by the surrounding fluid on a translating rigid sphere with a slip boundary condition at its surface (for example a settling aerosol sphere). The hydrodynamic effects of homogeneous and inhomogeneous slip boundary conditions for Newtonian fluids have been discussed extensively in the literature [13,14,15,16]. Usually, slip exists to a degree between the fluid and the surface of the solid.…”
Section: Introductionmentioning
confidence: 99%
“…Luo and Pozrikidis [19] study the motion of spherical particles in infinite fluid and near a plane wall subjected to slip boundary conditions. The boundary integral formulation presented in this work takes advantage of the axial symmetry of the boundaries with respect to the axis that is normal to the wall and passes through the particle center, reducing the solution to a system of one-dimensional integral equations.…”
Section: Introductionmentioning
confidence: 99%