Civil Engineering Reference
In-Depth Information
Figure 1.15. Distributions of the maximum value of the Reynolds stress in
external (boundary layer) flows. This figure is adapted from [FER 96]. The
estimation is based on relation [1.49]. See [TAR 11b] for further detail
Approaches based on the spectral behaviors and the
effects of the attached structures found by Townsend
[TOW 76] are in agreement, yieldi ng the logarithmic
distributions of the intensities uu and ww in the constant
stress sublayer. Readers are invited to consult Chapters 3
and 4 of [TAR 11a] and [TAR 11b] for the details and the
many references related to these aspects. In summary, the
turbulent intensities in the fully turbulent zone are
expressed as:
uu
y
()
y
+
=−
A
ln
+
B
uu
uu
2
u
vv
Λ
τ
0
()
+
[1.51]
y B
=
vv
2
u
ww
τ
y
()
+
y
=−
A
ln
+
B
2
ww
ww
u
Λ
τ
0
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