Biomedical Engineering Reference
In-Depth Information
where
P
0
¼
W
2
/(
m
1
u
0
)d
p
/d
x
, representing the constant pressure gradient along the channel with the
reference velocity
u
0
, and the ratio of viscosities
b
¼
m
2
/
m
1
. The no-slip conditions at the wall result in:
u
2
ð
z
Þ¼
1
;
0
u
1
ð
z
Þ¼
0
;
0
u
2
y
;
h
2
u
1
;
¼
0
where
h
H
/
W
is the dimensionless height of the channel. At the interface position
r
between the two
streams, the velocity and the shear stress are continuous:
u
2
ð
¼
z
Þ¼
u
1
ð
z
Þ
r
;
r
;
y
¼r
¼ b
vu
2
y
¼r
:
vu
1
vy
vy
1) and a constant fluid density, the interface position of the two streams
can be estimated, based on the mass conservation, as:
For a flat channel (
h
<<
1
r
¼
bg
:
þ
1
The solutions have the Fourier forms (0
< y
*
<
1, 0
< z
*
< h
/2):
"
z
2
#
N
h
2
=
4
u
1
ð
y
;
z
Þ¼
P
0
cos
qz
ð
A
1
cosh
qy
þ
B
1
sinh
qy
Þ
þ
2
n
¼
1
"
z
2
#
N
P
0
b
h
2
=
4
u
2
ð
y
;
z
Þ¼
cos
qz
ð
A
2
cosh
qy
þ
B
2
sinh
qy
Þ
þ
2
n
¼
1
where
q
1)
p
/
h
. The coefficients
A
1
,
A
2
,
B
1
,
B
2
can be obtained by solving the Fourier series
with the previous boundary conditions:
¼
(2
n
4
h
2
n
þ
1
A
1
¼ð
Þ
1
3
p
3
ð
2
n
1
Þ
sinh
2
rq þð
cosh
rq
cosh
q þ b
sinh
2
rq
A
1
ð
1
bÞð
1
cosh
qÞ
1
bÞ
B
1
¼
cosh
2
rq
b
sinh
2
rq
ð
1
b
Þ
sinh
rq
cosh
rq
cosh
q
sinh
q
ð
Þ
cosh
2
rq
b
sinh
2
rq
cosh
2
rq
A
1
ð
1
cosh
q
Þ
sinh
rq
sinh
q
ð
Þ
cosh
2
rq
b
sinh
2
rq
ð
1
b
Þ
sinh
rq
cosh
rq
cosh
q
sinh
q
ð
Þ
cosh
2
rq
b
sinh
2
rq
A
1
ð
1
b
Þ
sinh
rq
cosh
rq
cosh
q
sinh
rq
ð
Þ
A
2
¼
cosh
2
rq
b
sinh
2
rq
ð
b
Þ
sinh
rq
cosh
rq
cosh
q
sinh
q
ð
Þ
1
b
sinh
2
rq
cosh
2
rq
A
1
b
cosh
q
þð
b
1
Þ
cosh
rq
cosh
q
þ
þ
cosh
2
rq b
sinh
2
rqÞ
ð
1
bÞ
sinh
rq
cosh
rq
cosh
q
sinh
qð
Search WWH ::
Custom Search