For on , positive diffusivity , nonzero frequency and insulating walls, a transversely uniform zeroth moment remains constant. Its first moment is proportional to , where . The periodic solution is . The longitudinal moment hierarchy for shear transport then gives after both transverse and periodic transients. The spatial average of is and the time average of is , producing the factor . At exactly zero frequency the steady enhancement is instead ; averaging indefinitely over slow cycles does not commute with setting the frequency to zero.
Past exam of the mathematics course of the University of Cambridge 2001 iii Paper 46 1 ii Solution Created 2026-10-03 Updated 2026-10-14
Take and initially . Write , and set , . The advection-diffusion equation is . Integration by parts in the unbounded coordinate gives the longitudinal moment hierarchy for shear transportAll three moments obey Neumann boundary conditions at the walls. The initial values are , , . These manipulations require finite moments and vanishing boundary terms at ; diffusion of the compact initial distribution supplies the required decay for positive time.
The zeroth moment remains exactly . Since is a Neumann eigenfunction, put . Then and , givingFor the second moment, . Thus , withThe equation for has positive damping and bounded forcing, so remains bounded. In the equation for , the decaying term in contributes only a bounded accumulated transient. Over a complete nonzero-frequency cycle, and . ConsequentlyThis proves oscillating shear dispersion in an insulating channel, including the local-in- leading term, not just a cross-channel average. The instantaneous derivative retains bounded periodic oscillations; its cycle-averaged slope is . Thus is the leading second moment, rather than a literal rate proportional to .
The asymptotic statement holds for fixed positive diffusivity and fixed nonzero frequency, after times long compared with and the oscillation period. If , transverse diffusion adjusts rapidly to the changing shear flow, andThis is the cycle average of the instantaneous steady-shear enhancement . At exactly , there is no cycle average: and . Hence the zero-frequency and long-time limits do not commute. In the intermediate range , the shear is approximately steady at its initial amplitude and that latter enhancement is appropriate.