Civil Engineering Reference
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(
)
and
uu
+
,
2
+
+
Figure 6.30.
The ratios of the intensities of
∂∂
v
y
expressed in terms of their respective values at
Re
τ
=
180
The inner sublayer is also subject to the influence of a
second category of structures, which are both long and wide,
according to Jimenez
et al.
[JIM 04]. Their length scales
are linked to the outer scale. They are
correlated from the wall up to
and
L
∝Λ
L
∝Λ
0
0
. Their role in the
transport of the near-wall Reynolds shear stress is not
predominant.
y
=Λ
0
In summary, there are two opposing points of view
regarding the effect of large- and very large-scale structures
on the turbulent structure of the inner sublayer. According
to certain authors, such as Hunt and Morrison
[HUN 00], the
large-scale structures in the logarithmic sublayer directly
affect the inner sublayer and directly interact with the wall.
T
he
increase of the maximum of streamwise intensity
(
)
(
)
2
, which has been analyzed many times in
uu u
∝
ln
Re
τ
τ
max
this topic, is therefore a direct mirror effect of the large-scale
structures coming from the outer layer. The viewpoint of a
second group, including [JIM 04], is different: the effect of
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