Three-dimensional non-linear vortex structures in the Blasius boundary layer flow H. Wedin, G. Zampogna & A. Bottaro DICCA, University of Genova, Italy.

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Presentation transcript:

Three-dimensional non-linear vortex structures in the Blasius boundary layer flow H. Wedin, G. Zampogna & A. Bottaro DICCA, University of Genova, Italy … including a contribution by A.Hanifi FOI and Linné Flow Center Stockholm, Sweden

Why are nonlinear unstable recurrent solutions important?

1

2Separatrix, edge … “Chaotic attractor” Laminar fixed point Typically, plots in the (power,dissipation) space are used. Projecting onto such global quantities is “a bit like hoping to land ‘Curiosity’ on another planet by tracking the sum of the kinetic energies of all planets versus the sum of their angular momenta squared” (Cvinatovi ć 2013)

“Old” TWS: Uhlmann, Wedin etc. Kerswell, Ekhardt, etc.

Asymptotic suction boundary layer, Kreilos et al. (2013)

Including non-parallel effects: Biau (2012); sinuous streaks Duguet et al. (2012); varicose/hairpin Cherubini et al. (2011); two solutions on the edge …

Here: the “parallel” Blasius boundary layer is studied to identify TWS. Of interest since: and non-parallel effects are likely small at Re sufficiently large

Facts:

Dhawan, 1953

Add a forcing term to x-momentum equation to ensure a parallel flow. Then: and solve for K p to satisfy the asymptotic condition at y ∞ (Milinazzo & Saffman 1985, Rotenberry 1993). K p = 1 when the disturbance is infinitesimal.

Re

Start from the “self-sustaining process”

Stability of the solutions found

To simplify analysis, base flow is the mean over X

Secondary modes at Re = 400,  = (z + =100)

1.Blasius boundary layer rendered artificially parallel via a body force 2.TWs found (mainly by application of SSP process), similar to the edge state solutions found by Biau (2012) 3.Solutions found are unstable 4.Still a long way from Hopf (1948) goal of a “rational theory of statistical hydrodynamics where […] properties of turbulent flows can be mathematically deduced from the fundamental equations of hydromechanics” CONCLUSIONS