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
1
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
sinh rq cosh rq cosh q
sinh
Search WWH ::




Custom Search