Civil Engineering Reference
In-Depth Information
The displacement thickness can thus be written as
∞
∞
UU
dy
−
u
(
)
∫
∫
U
τ
+
δ
=
∞
=
δ
g
η δ
,
d
η
d
U
0
∞
∞
0
which leads to
δ
u
() ()
+
+
d
=
A
δ
U
τ
δ
[1.46]
1
δ
∞
∞
(
)
The quantity
A
, which replaces the integral
,
∫
+
g
η δη
,
d
0
depends normally on the Reynolds number
+
. In parallel,
δ
the momentum thickness assumes the form:
2
∞
∞
∞
⎛
⎞
u
⎛
⎞
u
θ
UU
d
(
)
(
)
∫
∫
∫
τ
g
+
d
τ
g
2
+
d
=
1
−
η
=
ηδ
,
η
+
ηδ
,
η
⎜
⎟
⎜ ⎟
δ
UU U U
⎝
⎠
⎝ ⎠
∞
∞
∞
∞
0
0
0
which results in
⎛
⎞
θ
δ
u
u
[1.47]
=
A
τ
1
−
A
τ
⎜
⎟
1
2
U
U
⎝
⎠
∞
∞
with
∞
()
( )
∫
A
δ
+
=
g
2
η δ
,
+
d
η
2
0
The shape factor
H
is directly obtained from equations
[1.46] and [1.47],
−
1
δ
θ
⎛
u
⎞
H
==−
d
1
A
U
τ
⎜
⎟
2
⎝
⎠
∞
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