Civil Engineering Reference
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is most likely negligible at the start
of the regeneration process because the streamwise length
scale of the mother structure is significantly large with
100
The dependency
∂∂
x
, although this is only one order of magnitude
greater than the wall-normal length scale linked to the
structure
+
. From this, we conclude that the secondary
+
10
vorticity layer
engendered by the mother structure
ω
xS
(
)
, where the subscript
0 refers to the wall. In addition, with the hypothesis whereby
the local velocity field is independent of x in the zones near
to the quasi-streamwise structures, it is possible to show
that the components v and w are essentially governed by
the near -wall vorticity
takes the form
ω >
0
ω∂
wy
<
0
x
xS
0
(
)
. 15 Indeed, if
, then
ω
uyzt
,;
x
. Also, if we typically consider the
viscous sublayer, or to a certain extent the lower buffer
sublayer, then 16
and
ω∂
=−
uy
u
∝−
ω
y
z
z
, and therefore
ω∂∂ ∂∂ ∂∂
=
wy vz wy
x
. The vertical velocity component results from the
continuity
wy
ω
equation,
which
is
thus
written
as
. When we combine this with the previous
relations, we find
∂∂
vy
=−
∂ ∂
wz
(
)
. The main problem
thrown up by the regeneration mechanism is the creation of
a dependency on x , without which the terms of production
by stretching, tilting or twisting in equation [5.48] are
canceled out, and the secondary vorticity is doomed to diffuse
and dissipate.
2
v
=−
12
y
∂ω ∂
z
x
15 These arguments are identical to those given in [JIM 91] for the near-
wall zone, but can, to a certain extent, be generalized to apply to the field
near to the quasi-streamwise structure.
16 The length scale in the spanwise direction is typically the distance of
spacing of the streaks, which is 100 inner variables and one order of
magnitude greater than the length scale in direction y .
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