Civil Engineering Reference
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Figure 1.9 shows the von Kárman constant deduced from
the measurements taken by O sterlund et al. [OST 00] and
Nagib and Hites [NAG 95]. The maximum Reynolds number
attained in these experiments is approximately
3
.
The von Kárman constant was determined in the inner layer
delimited by 50
Re
θ
28
10
+
+
≤≤
y
0.15
δ
. We have expressed
as the
κ
value predicted by the renormalization group
κ
=
0.37
,
RNG
and represent the data as a function of 1ln Re
θ
. In spite of
an inherent dispersion, we note that the von Kárman
constant increases with 1ln Re
θ
. A linear regression suggests
the variation
κκ
5ln
Re
θ
. According to the results
RNG
presented in
Figure 1.9, the von Kárman constant reaches its value
0.37
3
- a limit beyond which it should,
in theory, remain constant.
κ
=
at
Re
θ
50
10
RNG
Figure 1.9. The von Kárman constant expressed as its value obtained by
the renormalization group as a function of the Reynolds number.
Experimental data harvested from [OST 00] and [NAG 95].
This figure is adapted from [TAR 11b]
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