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Abstracts - KTH Mechanics

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20<br />

Large eddy simulation of the turbulent field in a channel with<br />

oscillating walls<br />

D. Tordella ∗ , P.R.Bailey † ,M.Iovieno ∗<br />

Large eddy simulation of the incompressible Navier-Stokes field are employed to<br />

study the turbulent stresses in a channel flow forced by longitudinal sinusoidal oscillations<br />

of the walls, which is a kind of flow forcing not yet considered in literature. The<br />

two walls move in phase. The aim is the production of a friction reduction database<br />

which can be associated to the spanwise wall oscillation data base, which gathers numerical<br />

and laboratory results 1 . The calculations are performed at a Reynolds number<br />

Reτ = 590, based on the friction velocity uτ of the unforced case, and on h, halfthe<br />

channel width. In this condition, we compute a maximum drag reduction of 12% for<br />

a dimensionless oscillation period of about half viscous units, T + = Tuτ/h ≈ 0.5, and<br />

an amplitude equal to the friction velocity.<br />

The instantaneous wall boundary conditions we recently proposed for resolved<br />

large scale simulations that extend inside the viscous sublayer are used 2 . These conditions<br />

transfer the physical no-slip and impermeability conditions, which can only be<br />

rigorously applied to the unfiltered variables, to the filtered variables. Since the filter<br />

scale close to the wall is increasing with the distance from the wall, this bondaury<br />

condition is used together with the explicit noncommutation procedure 3 . The subgrid<br />

turbulence model employed is the differential Intrinsic Angular Momentum model 4 ,<br />

which, being based on the representation of the turbulent viscosity through a vectorial<br />

quantity – the moment of momentum vector – may reproduce the anisotropic<br />

non-equilibrium near wall turbulence. The wall function model is not employed. A<br />

comparison with both experimental and numerical spanwise oscillation results will be<br />

given.<br />

∗Politecnico di Torino, DIASP, Cso Duca Abruzzi 24, 10129 Torino, Italy.<br />

† Politecnico di Torino, Scuola di Dottorato, Cso Duca Abruzzi 24, 10129 Torino, Italy.<br />

1see e.g. Iuso et al., Phys. Fluids 15, 9 (2003), Quadrio and Ricco, J. Fluid Mech. 521, 251<br />

(2004)<br />

2Iovieno et al., Phys. Fluids 16, 10 (2004)<br />

3Iovieno and Tordella, Phys. Fluids 15, 7 (2003)<br />

4Iovieno and Tordella, Phys. Fluids 14, 2673 (2002)<br />

Stress reduction (%)<br />

10<br />

5<br />

T +<br />

0<br />

0 0.2 0.4 0.6 0.8 1<br />

Figure 1: Stress reduction (L ∞ norm) as function of the dimensionless period.

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