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
Search WWH ::




Custom Search