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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