With regard to mass transfer in a seawater flow channel of a hollow fiber m
odule used for seawater desalination, the seawater flow channel in an infin
itesimal space is taken as a model of a flow channel in a circular tube and
between similarly parallel flat plates.
An analytical solution of velocity distribution and a numerical solution of
concentration distribution are obtained from fundamental equations by use
of a separation procedure of variables. As a result, the ratio of concentra
tion polarization on a membrane surface is determined by salt rejection and
a dimensionless volumetric flux of water through the membrane, that is, a
product of the volumetric flux of water through the membrane and the half w
idth of the flow channel are divided by a diffusion coefficient.
It has become clear that under practical operating conditions, the ratio of
concentration polarization can be ignored. There is almost no difference b
etween a seawater flow channel model with parallel flat plates and another
model in the form of a circular tube. On the other hand, the calculated thi
ckness of a concentration boundary layer is much larger than the width of t
he seawater flow channel in a conventional equation of mass transfer, which
is expressed as a function of Reynolds number. It seems that this may be m
istaken for a non-uniform flow not related to diffusion resistance.