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arXiv · 2101.05406

An exact solution to dispersion of a passive scalar by a periodic shear flow

Abstract

We present an exact analytical solution to the problem of shear dispersion given a general initial condition. The solution is expressed as an infinite series expansion involving Mathieu functions and their eigenvalues. The eigenvalue system depends on the imaginary parameter $q=2ik$Pe, with $k$ the wavenumber that determines the tracer scale in the initial condition and Pe the P\'{e}clet number. Solutions are valid for all Pe, $t>0$, and $k>0$ except at specific values of $q=q_{\ell}^{EP}$ called Exceptional Points (EPs), the first occurring at $q_{0}^{EP}\approx1.468i$. For values of $q \lessapprox 1.468i$, all the eigenvalues are real, different and eigenfunctions decay with time, thus shear dispersion can be represented as a diffusive process. For values of $q \gtrapprox 1.468i$, pairs of eigenvalues coalesce at EPs becoming complex conjugates, the eigenfunctions propagate and decay with time, and so shear dispersion is no longer a purely diffusive process. The limit $q\rightarrow0$ is approached by the small P\'{e}clet number limit for all finite $k>0$, or equally by the large P\'{e}clet number limit as long as $2k \ll 1/$Pe. The latter implies $k\rightarrow0$, strong separation of scales between the tracer and flow. The limit $q\rightarrow\infty$ results from large P\'{e}clet number for any $k>0$, or from large $k$ and non-vanishing Pe. We derive an exact closure that is continuous in wavenumber space. At small $q$, the closure approaches a diffusion operator with an effective diffusivity proportional to $U_0^2/\kappa$, for flow speed $U_0$ and diffusivity $\kappa$. At large $q$, the closure approaches the sum of an advection operator plus a half-derivative operator (differential operator of fractional order), the latter with coefficient proportional to $\sqrt{\kappa U_0}$.

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BibTeXRIS

Miguel A. Jimenez-Urias, Thomas W. N. Haine. 2021-01-14. An exact solution to dispersion of a passive scalar by a periodic shear flow. https://arxiv.org/abs/2101.05406

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