Published online by Cambridge University Press: 26 April 2006
We consider the slow axial motion of a symmetric particle or drop in a bounded rotating fluid for small Rossby and Ekman numbers, Ro and E. Previous investigations pointed out that the available linear-theory results, based on the assumption of a dominant geostrophic core and infinitesimally thin viscous layers, yield a drag force larger than the available relevant experimental results, and are unable to explain some of the observed flow-field properties, for both solid and deformable particles.
Here we attempt to improve the drag calculation model and the interpretation of the flow field by incorporating shear effects in the core (outside the E1/2 Ekman and E1/3 Stewartson layers), first in the linear (Ro = 0) formulation, then with keeping some influential nonlinear inertial terms for small but finite Ro. The major equation for the angular velocity in the core, ω(r), was usually solved by a finite-differences method, because in the practical parameter range the available analytical results are sufficiently accurate only for a disk particle or for a bubble. Results for various $\epsilon = (\frac{1}{2}H)^{1/2}$, no-slip parameter of particle surface κ, and half container height H are presented for both spherical and disk particles. The drag is below the geostrophic value, typically, by 25% for ε ≈ 0.1 and by 50% for ε ≈ 0.5. The inclusion of the inertial terms causes the lateral (‘vertical’) shear regions to contract and expand on the upstream and downstream sides, respectively, and an inertial sublayer appears in the latter when Ro ≈ O(E3/4), but the net contribution to the drag is smaller than expected. Compared with more accurate solutions and experiments the present results underestimate the drag (the reasons are discussed) but are qualitatively consistent in many respects, which indicates that many of the observed flow-field features that have been traditionally attributed to inertial effects (not sufficiently small Ro) are, rather, by-products of the lateral shear (finite value of ε).