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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