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the wall, and to reveal the rather dominant role of linearity
in the development of the wall structure, does hold a certain
interest. In addition, it would be advantageous to verify
whether these elements can (at least partly) account for the
success of linear control of turbulent drag [KIM 07].
y +
Figure 5.14. a) Contours of the streamwise velocity in the plane
,
resulting from asymmetrical nonlinear forcing, after a period
approximately equal to the period of the ejections. This figure is adapted
from [LAN 90]. b) Conditional contours obtained at
=
15
y +
by direct
=
15
numerical simulations in a channel flow at
, according to
Re
τ
=
180
[JOH 91]
[HAR 89] employs a simplified version of Landahl's model
to predict the distribution of the Reynolds stresses in the
inner layer. Pra nd tl's model is not modified for the
component ul
. However, the wall-normal velocity
is considered to be the exact material derivative of l with
vDlDt
=−
∂∂
Uy
. The Reynolds stress is then
=
1
2
Dl
2
U
[5.43]
−=
uv
2
Dt
y
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