Civil Engineering Reference
In-Depth Information
[HAR 89] considers that the production of
is
intermittent and takes place only during the bursts. 10 He
assumes that
uv
Δ
t
2
2
Dl
1
Dl
er
2
=
dt
=
f
n l
[5.44]
er
e m
2
Dt
Δ
t
Dt
er
0
is the frequency of the bursts,
n is the mean number of individual ejections per burst and
l
In this relation,
f
1
t
er
er
is the classic Prandtl mixing length. The distribution
of the Reynolds stress in inner variables is therefore
+
+
=
κ
y
+
1
2
U
+
+
+
2
[5.45]
−=
uv
f
n l
er
e m
y
+
f + , this equation connects the near-wall
turbulent activity to the Reynolds stress, if only
conceptually. It also offers an acceptable prediction of the
distribution of
By way of
er
uv +
in the inner sublayer, despite the
simplicity of the model.
5.5. Elongated structures and streak formation
QSVs are structures which are greatly elongated in
direction x . They give rise to high- and low-velocity streaks
by way o f an advection mechanism. Transport by the
term
is a characteristic example of streamwise
advection [ELL 75]. A convincing proof establishing the role
of advection in streak formation is given by Hamilton et al.
[HAM 95]. These authors analyzed the regeneration
vU y
∂∂
10 The bursts are groups of ejections. They are linked to the cluster of
coherent structures (see Chapter 6).
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