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Optimal design for membrane networks
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Optimal design for membrane networks
Optimal design for membrane networks
Solvingdrought Ultrasound effect on problems in Eastern Enqland crossflow filtration Due yothe recent investigated the alternative water ...
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Solvingdrought
Ultrasound effect on
problems in Eastern Enqland
crossflow filtration
Due
yothe
recent
investigated
the
alternative
water
Anghan,
together
a mobile a series
out
performance
have designed
pilot
followed
by RO
the North
was
directly were
water
hollow
fibre
carried
our
from
of
UF
The the
the
design
/otrrnal
(September
a can
design
The
is
on
design
permeator
model
programming workers
is used
of possible
superstructure
allows
optimizes
the
permeator
operating
conditions.
approxtmates studies in
natural
number
and discrete proposed multi-stage
and to that
of COI/CH, and
mixtures
enhanced
oil
Permeator for
a
different
areas.
It is claimed
provides the
membrane
an
preliminary separation
the
efficient design
of
systems
for
gas mixtures. of Membrane
(September
Science
I 998)
Membrane Technology No. 102
148,
to
the
123 -
135
71 -
89
membrane
VOC’s
during
French
feed.
Workers
at
have
operation
by raising
drinking
the
water
solvent
Researchers
the
Chemistry
previously
this
pressure
and
this process distillation
process
should
have
temperatures.
Changchun
published
to
processes.
at high
have written
of
of
technological
resistance at
that
with fractional
used in this
Membranes
flux
the operating
chemical
at
of the
Academy
the
It was reported
directly
Institute
of
a review of 25
papers on this subject.
Membrane Science and Ecbnolo~y 18, No.4,
vacuum (HOV’s)
of
the
influence
of
and
selectivity
using
4 -
Intermittent crossflushing of UF systems the effect
of backwashing
looked
at
such as
conditions
pressure and duration on the net flux per cycle in hollow
fibre UF systems.
It was
found
turbidity
of
backwashing effectiveness
that
monitoring
the
backwash
efficiency time
the
flux
water
than
of backwashing
pressure.
and
showed
was more dependent
process two
experiments
and downstream
productivity
in terms
the permeate flux
pressure
on the
of selectivity
concentration
of
treated
in this process).
to
and also water
(the
It is concluded
that
seems to be a good way to remove HOV’s
at low concentrations
from water, particularly
trichloroethylene,
for
chloroform
and
tetrachloroethylene. Desalination 117, 233 - 245 (September
1998)
Hydrodynamic behaviour in a membrane bioreactor Korean researchers have investigated the hydrodynamic
behaviour
of
anaerobic
biosolids
in membrane-coupled anaerobic bioreactors. approach
to predict flux decline was
made taking in to account
on crossflushing
low
was the
and The study also looks at the influence
A theoretical
study
at very
during crossflow ultrafiltration of digestion broth
8 (in Chinese)
recent
membrane for removal
flux
equivalent
VMD
of
production.
looks promising
VOC’s
characterisation
of
has been put
from water. Also studied
of temperature
markedly
point
Chinese
1998)
for the removal
say
(VMD)
concentrations
process
of the feed solution
enhanced
could be integrated
good
is
the boiling
consumption
distillation
researchers
simulation.
new way of
the surface of the membrane above
of backwashing
permeate
forward as a new process
concentrate
the vapour
and
to increase the
Vacuum membrane distillation
of halogenaced
Science 148,
and
in
(v -; 1.6
and system down time are reduced
distillation
to pervaporation.
backwashing journal
in
in concentration
is a relatively
Sciences
This
stages for both continuous
cleaning,
characterise
Applied
process cost. Case
derived
membrane for
a
is designed
investigated. are
of
function
treatment
approach
methodology binary
This
of separation
The
configuration
the total annual gas
large
simultaneously
objective
were
configurations
development that
for the separation
recovery
a very
and chemical
Vacuum
also
the increase
attributed
dehydration
to
velocity
hollow fibre ultrafiltration
Vapour
phase
by
that crossflushing
the frequency
Gas drying with vapour permeation
simplify
system
configurations.
the
strategy
an
permeator
The
because
approaches:
temperature.
nonlinear
strategy.
to embed
network
design
minimize
approximate
solution
that a general
superstructure
MINLP
an
and a mixed integer
(MINLP)
report
number
based
for
of dead-end,
systems
different
a temperature
have
strategy
networks.
researchers
1998)
permeation
achieved was found
regime
can be employed
on
contacts
an
the
weight
layer near the membrane.
In this process,
developed
be
of Membrane
different
State University
membrane
can
Crossflushing
parameters
gas
at Louisiana
increased
that showed
of bulk transfer
the
with
1938)
Researchers spiral-wound
JJux
that
Optimal design for membrane networks optimal
permeate polarization
seawater.
Desalination 118, 1 - 4 (September
evidence
on the that
in
the UF performance
on the filtered
presented
by crossflushing be
Desalination 118, 1’5 - 188 (September
until
molecular The
be achieved
ultrasound
found
significantly
solutions.
the
1 wt%
kPa
was irradiated
of different
dexttan
efficiency
UF cell and the
It was
irradiation flux
of the
is now underway,
water.
enhancement
plant
It is revealed
results showing
(MW)
results
RO
in
say
l‘hen,
could
m/s). It was also reported
from
30
alone.
pressure pulsing
researchers
under
1%
the fibre was in the turbulent
with
out by permeating
with 45 kHz of frequency cell
and
reinforced
of Technology
was preceded
t
In general,
could
be more effective when the crossflush
polyacrylonitrile
flux was obtained.
permeate
water
increase
solutions
ultrasound
the
for
was carried
UF
Beach
challenge
to
membranes.
be maintained
using
the expected
phase of testing
current
well;
as “excellent”.
little
due
at a used
sea. The
membranes.
>25%
prototype
the
described
well with
output second
a beach
filtration
the
flux
94.5
backwashing
(UF) membranes.
Japanese
dextran
while
the
describes
was set in crossflow
steady-state
‘The pilot trials were
from
provided
performed
study
the first phase
using
University
membrane
in
permeate
being
cloth.
Nagaoka
to produce
pilot plant installed
in Suffolk.
phase
obtained
have
Sea. The
solute
membranes
non-woven
fibre
abstracted
abstracted
and
of
on
(PAN) and ultrafiltration
and
of hollow
out in two phases:
second
plant
ultrasound
rejection
an
of the combination from
of
Science
by the use of crossflushing.
* 1% flux restoration
when backwashing
published
of Membrane
effect
The
a small mobile
seawater
as
the
site at Fehxstowc carried
de&nation
to establish
water
involved
in has
of trials
membranes
potable
of
with Norit
constructed
well
Water
supply.
carried UF
conditions
Anglian use
communication
/ownal
drought
England,
Eastern
A short
improved 99.9
on The
was significantly
mechanism interactions. reduction dechne
at the initial
prevents biosolids could
size
offered an exponential
flux
stage, as the biomass
cake
by the deposition
with back-transport
the flux, The optimal surface
transport and surface
It was found that the continuous of biosolids
layers being formed particles
the biosolids
based on hydrodynamics
velocities
operating
deposition
be predicted
of smaller less than
condition,
which
onto the membrane by the evaluation
of
critical flux. Water Research 32, (November
No.
1I. 3387
-
3397
1998)
0
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