Abstract
We investigate one- and two-particle (relative) diffusion of fluid particles in incompressible 2D and 3D steady and unsteady random flows with prescribed self-similar power spectra of the form E(k) = C α ε 2/3* k−α for k min ≤ k(=|k|) ≤ k max and zero otherwise, for 1 < α < 3. C α is a constant, and ε* = εL1(5−3α)/2 where ε is the rate of energy dissipation per unit mass, and L1 is a length scale — in our work we choose L1 = 2π/k min . The role played by the streamline topology is of special interest. The velocity fields are generated using Kinematic Simulation (KS), Fung, Hunt, Malik & Perkins 1992, JFM 236, 281, viz
and
. The unsteadiness is proportional to the eddy-turnover frequency,
, and λ is a non-dimensional unsteadiness factor. The method of selecting the modes is described in the previous reference.
, i = 1, 2 and also for i = 3 in 3D.
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© 1996 Kluwer Academic Publishers
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Malik, N.A. (1996). Structural Diffusion in 2D and 3D Random Flows. In: Gavrilakis, S., Machiels, L., Monkewitz, P.A. (eds) Advances in Turbulence VI. Fluid Mechanics and its Applications, vol 36. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-0297-8_177
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DOI: https://doi.org/10.1007/978-94-009-0297-8_177
Publisher Name: Springer, Dordrecht
Print ISBN: 978-94-010-6618-1
Online ISBN: 978-94-009-0297-8
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