Civil Engineering Reference
In-Depth Information
the dissipation length scale
L
ε
K
introduced by Hunt
et al.
[HUN 87] and [HUN 00]. In a turbulent wall flow with slight
shear (SS), the smallest of the “macro-scales” is that induced
by the wall-normal fluctuating velocity
[HUN 84]. The dissipation is then
ap
proximately invariant
with
y
and the turbulent intensity
v
2
depends on
ε
K
and
y
,
wh
ich, when subjected to dimensional analysis, gives us
v
2
2/3
y
2/3
. The di
ssi
pation length scale with
SS
is
therefore a function of
v
2
and
=
C
ε
K
ε
K
ε
K
v
2
−
1
C
−3/2
y
−1
Ay
−1
L
≡
≡
=
3/2
ε
⎛
⎞
⎠
⎜
⎟
⎝
The value of
C
in a convective atmospheric boundary
layer is
C
2.5
. However, in a turbulent flow with co
ns
tant
shear
without
the presence of a wall,
L
=
ε
K
depends on
v
2
and
on the mean shear
A
dU
/
dy
v
2
At this point, Hunt advances an interesting physical
interpretation of the dissipation near to a shear flow in the
vicinity of a wall: is due to the deformation of the small
structures by the larger ones, and is controlled by the
significant gradients of the structures containing the energy.
However,
ε
−
1
L
≡′
ε
K
ε
−
1
, and consequently the length scale
ε
∝
L
L
ε
K
K
near to a real wall depends on the less dominant of the two
effects, i.e. on the wall or the shear. Hunt therefore proposes
to consider the harmonic mean of the two expressions
A
dU
/
dy
v
2
L
ε
−1
Ay
−1
≡
+′
This form was evaluated in the analysis based on the RDT
performed by Lee and Hunt [LEE 89]. This expression
corresponds relatively closely to the DNS data for
y
+
at
=
50
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