CASE-21Open
../cases/CASE-21-swirl-annulus.mdRun status: DRAFT — blocked on prediction, falsifier, and a dt defect · run 027 (draft)
Case: the unforced swirl annulus that builds the collapse geometry and stops short.
Axisymmetric NS with swirl, z-periodic, unforced, ν = 2×10⁻³, Rayleigh-unstable exterior. Over 14 time units: fluctuation energy grows e¹³ and saturates; annular Reynolds stress ⟨u_r′u_θ′⟩ positive (+0.64) — outward angular-momentum flux; its divergence exceeds viscous diffusion (0.044 vs 0.038); saturated state is a single meridional cell; the local swirl maximum decouples from the z-mean, sits 7.8% above it, and stops decaying; its radius does not move, r ≈ 0.5.
Friction. Account A — a Rayleigh-unstable profile mixes itself flat, nothing collapses. But the instability produces the collapse geometry with the right stress sign, and the core stops decaying. Account B — the instability sustains the collapse, as in the forced construction. But the cell delivers inflow strain ≈ 1, fixed by cell size, where collapse requires 4/τ growing without bound. The stress direction is pinned by energetics; the magnitude is unexplained.
Question for the panel. What sets the magnitude of the annular Reynolds stress relative to the collapse requirement in an unforced flow — Reynolds number alone (a threshold Re_θ above which cell strain outruns core diffusion), non-axisymmetric modes the axisymmetric run cannot represent, domain geometry (cell scale set by box rather than core), or never (mixing always wins, h = 0 is forced)?
generated 2026-10-25the lab index