Biomedical Engineering Reference
In-Depth Information
c
[4.36]
Rrc
s
Rr
RRr
s s
R
s s
Rr
s
Rr
Rr
s
Rr
t
p
initially, the membrane is completely dry, so the water, containing amide,
penetrates by capillary fl ow. Assuming the pore walls are wettable (contact
angle = 0°), the fl ow velocity in the longitudinal direction (perpendicular to
the membrane surface) into the matrix is:
sd
dz
t
[4.37]
V
=
=
4
d
2
ma
z
where
s
is the superfi cial tension,
z
the penetration depth and
a
the tortuosity
coeffi cient. This last coeffi cient assumes that in this model, pores are open to
small pipes with radius
d
which cross the membrane with an average length
of
l
and thus:
a
= l/L
. Therefore, the penetration depth and the average
velocity may be expressed as:
sd
t
sd
am
t
sd
t
t
[4.38]
V
z
fi
=
=
2
fi
V
s
=
2
2
8
am
2
am
2
am
2
am
t
t
8
This stage continues until the penetration depth is equal to half of the
membrane depth. Thus for time (Fig. 4.2):
2
2
am
2
2
am
2
L
2
am
am
*
[4.39]
t
t
<
=
2
sd
The process is dominated by convection (
Pe
>> 1) and so the amount of
amide that reacts during the time unit
J
tot
, is equal to the amount that enters
the membrane and is represented by the sum of the entering mass fl ow of
Convection
Diffusion
t
*
0
2
4
6
8
10
12
14
t
(h)
4.2
Kinetics of the hydrolytic reaction showing the respective
dominant phenomena: convection for
t
<
t
*
and diffusion for
t
<
t
*
.
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