Civil Engineering Reference
In-Depth Information
The detection function for shear layers with acceleration is
du
1, if
σ
( )
t
>
H u
, and
>
0
V
V
[3.7]
Dt
()
=
dt
0 else.
The number of events detected decreases exponentially
with the threshold
. The threshold deduced from [BOG
H V
86] is
= 0.35.
H V
Figure 3.12 shows the conditional averages of the events
detected by VITA at . The conditional averages
obtained with different parameters generally collapse well
when they are stated in relation to the local global threshold.
T hus, , rendered dimensionless by the global threshold
in Figure 3.12, is qualitatively and quantitatively
similar to that presented by Alfredsson and Johansson
[ALF 84] at the same point of detection , but obtained
with different parameters and . We can also see
a significant acceleration of around the point of detection,
and the conditional averages are asymmetrical (or skewed)
near to the wall in particular. These characteristics are
amply documented in the literature [ALF 84, SHA 86].
y + =
15
u c
H V uu
y +
T V +
=
10
H V
=
1
u
y +
Figure 3.12. Conditional averages found by VITA at
. The
=
1 5
T +
detection parameters a re
and
H
=
0. 35
. A:
uH u ; B:
=
13
c
V
V
( c
vH v ; and C:
vv
uv
H
uu
c
V
V
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