Cross-Flow or Tangential Flow

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Downstream Processes
BIE 5930/6930
Spring 2010
Filtration
Filtration is the use of a medium to
separate solids from liquid. The solids
can be from the size of cells or cellular
tissue to individual ions. Depending on
the filtration medium chosen as the
filter material selective cut-off of
particle sizes are achieved in the
filtration process.
Selection of the proper filtration method
is often referred to as an art as well as
science. There basic equations the help
to predict how efficient a filtration
process will be are understood, but
many of the subtleties of each
individual system make experimentation
an important part of any filtration
system design
Filtration systems require at least a
filtration membrane and can include
additional layers of a filter cake that
aids in increasing performance of the
membrane
Filtration in protein separation is usually
utilized to concentrate the material prior
to/or after a more selective affinity
column. Filtration can provide
selectivity based on size, but not on
charges, etc.
Types of filtration
Filtration is usually broken down into
two primary techniques:


deadend
cross-flow filtration
DeadEnd Filtration (Through flow)
Deadend filtration is when the feed
material is forced through the
membrane. The flow is only in the
direction perpendicular to the
membrane. All the suspended solids in
the feed end up on the membrane in a
filter cake
Cross-Flow Filtration
(Tangential flow)
In cross-flow filtration the feed material
is allowed to flow parallel to the
membrane, while the pressure gradient
is across the membrane. The primary
advantage of cross-flow filtration is that
it allows the solids to be kept in
suspension and minimizes the build up
of a filter cake to plug or foul the
membrane
Filtration Classification
Classification of filtration falls into
several categorizes depending on the
size of the particles being excluded by
the membrane
Microfiltration
generally refers to the
filtration of suspension
particle such as cells
and cellular fragments
Ultafiltration is the
filtration of
macromolecules
Reverse Osmosis is
the filtration of
molecules such as salts
and sugars
Deadend filtration
Depth filtration
Cake filtration
Depth filtration
Depth filtration is traditionally filtration with
sand or a clarify cartridge. Solids are trapped
in the void space in the medium. As solids
accumulate the filtrate plugs and the flow
rate approaches zero. The filter bed must be
replaced or regenerated. Depth filtration is
best used in a low solids material that
requires clarifying because of the rapid
degradation of performance with high solids
loads
Cake filtration
Cake filtration generally refers to the use a
selectively porous material that traps a layer
of solids above it. The layer is called the filter
cake. The material used can be cloth or
paper membranes. Often a layer of filter aid
(diatomaceous earth) is placed on the
membrane to improve the performance of the
filtration process and to allow the filtration
system to operate longer between
regeneration by providing a removable layer
in the system
Flow theory for filtration
Flow through a cake
is described by:
Flow through a cake is
described by:





dV
=
Adq
P
 W  
m a    r 
  A 



V = volume of filtrate
A = filter area
q = time
P = pressure across filter
medium
a= average specific cake
resistance
W= weight of the cake
r = resistance of the filter
medium
m=viscosity
In other words:
Flow Rate
Force
=
Unit area Viscosity Cake Resistance Filter MediumResistance
To optimize the flow rate
•Increase the area of the filter
•Increase the driving pressure
•Reduce the viscosity of the fluid (usually by
heating or addition of water)
•Reduce the Cake resistance
•Reduce the resistance of filter medium
Filter Cake Thickness
The filter cake thickness will increase with
time of operation. In a batch operation the a
decision point must be reached as to how
thick the cake can get before it begins to
effect the efficiency of the operation. While a
thin cake may have less resistance, if the
time to shut down the filtration system and
remove the build-up is greater than the lose
of efficiency from the reduce flow it may be
beneficial to operate with a thicker cake than
optimal in each cycle
Filter Aid
Filter aid such as diatomaceous earth can be
added to the cake directly or mixed in to the
product slurry. The filter aid will increase the
porosity of the filter cake and therefore
reduce the cake resistance.
In general filter aid is added at approximately
1-2 % of the overall slurry weight. An other
general rule of thumb is to add twice the
volume of filter aid as solids in the slurry
Cake filtration equipment
Filter Press
Nutsche Filters
Rotary Vacuum Drum Filter
Filter Press
The filter press is still one of the most
commonly used filters in many operation
The basic design is a series of filter screens that
alternately allow the filtrate and permeate to
flow through the screens and filter cake
Nutsche Filters
The Nutsche is one of the simplest
designs of batch filters. The tank is
feed with a slurry and the bottom of the
tank is comprised of the filter
membrane
Rotary Vacuum Drum Filter
The rotary drum filter is the most
common of the continuous cake filters.
It allows the cake to be continuously be
removed
Theory of Filtration
In filtration, solid particles are
separated from solid-liquid mixtures
by forcing the fluid through a filter
medium or filter cloth that retains the
particles.
The Filtration rate can be improved
either by using a vacuum or pressure.
Filter aides such as Diatomaceous
Earth which are highly porous also
improve the filtration rate.
Filtration theory is used to estimate
the rate of filtration.
Theory of Filtration
The rate of filtration is usually measured as
the rate at which liquid filtrate is collected.
Filtration rate depends upon:
1. Area of the filter cloth
2. Viscosity of the fluid
3. The pressure difference across the filter
4. The resistance to filtration offered by the
cloth and deposited filter cake.
Darcy’s Law
Describes the flow of liquid through a
porous bed of solids:
1 dV
P
=
A dt m f R
At any instant during filtration, the rate of
filtration is given by the equation:
A
=
Vf
=
P =
mf
=
Mc =
a
=
Rm =
filter area
volume of the filtrate
pressure drop across the filter
filtrate viscosity
total mass of solids in the cake in the filtrate volume Vf
average specific cake resistance (LM-1)
filter medium resistance (L-1). This includes the resistance
offered by the filter cloth.
1 dVf
=
A dt
P
  Mc 

m f a 
  Rm 
  A 

a
a is the measure of resistance of the filter cake to flow.
Its value depends upon the shape and size of the particles and size of
the interstitial spaces between them.
Resistance of the filter medium is negligible in comparison to that of
the cake resistance (a).
a, the specific cake resistance can be related to P empirically:
a = a ' P
s
s = 0 if the cake incompressible
s = 1 if the cake is highly compressible
a’ is a constant and depends upon site and morphology of the particles
in the cake
Determining filtration time
Integration of the rate equation will allow the
calculation of the time required to obtain a given
amount of filtrate (filtrate volume).
The mass of solids in the cake will depend upon the
volume of filtrate collected (for a given
concentration of solids in the liquid-solid mixture)
Theory of Filtration
Let Mc = rcVf , the mass of solids deposited per unit of filtrate volume.
Concentration of solids in the solid-liquid system = c, where c is the
mass of solids per volume filtrate and is related to the concentration of
solids in the material to be filtered.
1 dVf
=
A dt

m f a


m f a

 r cV f

 A
P
rcV f

 Rm 
A



  Rm  dVf = AP  dt


t
Vf
o
o
 Adt = 
At =
m f arc
AP 
m f arc V f
Vf
V f dVf  
AP  2
o
2

m f Rm
P
m f Rm
P
Vf
dVf
Theory of Filtration
At =
Or
and
 t

V f
m f arC V f
AP 2
2

m f Rm
P
Vf
 m f arC
m f Rm
Vf 
=
2
AP 
 2 A P 
This can be rewritten simply as:
t
= K1V f  K 2
Vf
What type of equation is this?
Where
K1 =
mar C
2 A P
2
K2 =
m f Rm
AP 
Theory of Filtration
If we maintain P as constant during filtration, K1 and K2
remain as constants during constant pressure filtration.
t
= K1V f  K 2 is an equation for a
The equation
Vf
t
straight line, when
is plotted against Vf.
Vf
The slope K1 depends upon P and properties of the cake. The intercept
K2 also depends upon the pressure drop, but is independent of cake
properties.
a is calculated from the slope and (Rm) is determined from the
intercept. The above equation is the basic filtration equation.
Batch Filtration
Increasing filtration rate
Consideration of the equation for filtration rate will indicate the various
strategies that can be adopted for increasing the filtration rate.
1. increase the filtration area
2. increase the filtration pressure drop (vacuum filtration) P increases
a, which causes filtration rate to reduce.
3. reduce the cake mass (Mc)
4. reduce the liquid viscosity (by dilution)
5. reduce the specific cake resistance (a).
Factors affecting specific cake resistance
1. increasing porosity
2. reducing specific surface area of the particles (by increasing the
average size of the particles and by reducing the particle size
distribution)
Increasing filtration rate
Experiments should first be conducted to evaluate the
properties of the cake such as compressibility, specific
cake resistance, filtrate clarity, ease of washing,
dryness of the final cake, ease of cake removal, the
effects of filter aids.
Fungal mycelia are filtered relatively early because
mycelial filter cake has a large porosity. Yeast and
bacteria are much more difficult to handle because of
their small size.
Review
 mfa Cf
t = 2
 A P

'
 Vf
 m f Rm 

 V f
 
 2
A

P



2
Example:
Filtration of Mycelial Broth:
A 30 ml sample of broth from penicillin fermentation
is filtered in the laboratory on a 3 cm2 filter at a
pressure drop of 5 psi.
The filtration time is 4.5 min. Previous studies have
shown that filter cake of Penicillium chrysogenium is
significantly compressible with s = 0.5.
If 500 liters of broth from a pilot-scale fermenter
must be filtered in one hour, what size filter is
required if the pressure drop is 10 psi.
Cross-Flow Filtration
Cross-Flow or Tangential Flow
In cross-flow filtration (CFF) the
membrane does the primary work
compared to the combination of cake
and membrane in deadend cake
filtration. The cross-flow allows the
membrane to be swept free of solids
allowing for a lower resistance to fluid
flow through the membrane
Cross-Flow or Tangential Flow
The term cross-flow refers to the fact
that the flow direction of the retentate
is perpendicular to the flow direction of
permeate. The pressure gradient for
the flow is still across the membrane,
while the retentate is allowed to flow
through the system
Cross-flow also allows the concentration of the retentate without the
contamination with filter aids. Therefore CCF can be used to collect
either the permeate or the retentate
Advantages of Cross-flow Filtration
Deadend Filtration
Process Goal
Crossflow
Filtration
Ability to handle wide
variation in particle size
Excellent
Generally poor
Ability to handle wide
variations in solids
concentration
Continuous concentration with
recycle
Excellent
Poor or unacceptable
Excellent
Poor or unacceptable
Waste minimization
Superior
Can minimize waste if handling low solids feed where
cartridge disposal is infrequent
High product purity or yield
Excellent
Performance is generally acceptable except in situations
involving high solids or adsorptive fouling
Membrane types and cleaning
Type of
foulant
Example
Cleaning solution
Filter Material Compatibility
Inorganic
Precipitated Ca,
Mg, Fe
Moderate to strong acidic
Some polymeric (PVDF or PTFE)and
most inorganic filters
Organic
Citrate, tartrate,
gluconate
Acidic/alkaline solutions
Most polymeric or inorganic filters
Proteins
Enzymes, yeast
Mild to moderately alkaline
Most polymeric or inorganic filters
Proteins
Pectins
Strongly alkaline, preferably
with chlorine
Some polymeric (PVDF or PTFE)and
most inorganic filters
Biological
debris
E-coli, bacteria,
cell walls
Moderately Alkaline
Most polymeric or inorganic filters
Fats/Oils
Stearic acid,
oleic acid
Strongly alkaline with oxidizing
agents or chloride
Some polymeric (PVDF or PTFE)and
most inorganic filters
Polysacch
aride
Starch, cellulose
Strongly alkaline/acidic or
oxidizing solutions
Some polymeric (PVDF or PTFE)and
most inorganic filters
Membrane Configurations
Spiral wound
Hollow fiber
Cross-flow Filtration Systems
Concentration Factors
Many products start out in very low
concentrations in the original broth
This requires very high concentration or
removal of most of the water from the
system
Concentration Example
If one liter of broth has one gram of
the desired material
How much permeate must be removed
to get to a concentration to 2 g/l?
Ultrafiltration and Microfiltration Theory
Microfiltration


0.1 to 10 μm filter sizes
Used to separate cells
Ultrafiltration



MW range 2000 to 500,000 (2 to 500 kilo Daltons (kD))
Used to concentrate or sieve proteins based on size
Anisotropic membranes
 A thin membrane with small pores supported by a thicker
membrane with larger pores
Low MW solutes pass through the filter and high MW
solutes are retained
Pressure driven process

Can result in concentration polarization and gel formation at
membrane surface
Ultrafiltration and Microfiltration
At steady state:

Rate of convective transport of
solute towards membrane = rate of
diffusive transport of solute in
opposite direction
dc
, where,
dx
De is theeffectivediffusivity of solut ein theliquid film (cm2 /s)
Jc = D e
J is the volumetric filtrationflux of theliquid (cm3 /cm2 s)
c is theconcentration of solut e (mol/cm3 liquid)
For a boundry layer thicnkess of  , thiscan be solved:
cw
cw
 JD 
J = ln
or = exp

 cb
cb
  
D
D

is defined as themass transfercoeffientk
cw
is defined as thepolarization modulus.
cb
Polarization Modulus
cw
cb
• The polarization modulus indicates the
extent of the concentration
polarization.
• Concentration polarization can become
severe at values greater than 10
• Solubility values can be exceeded at
higher concentration and gels or solids
can form on the membrane surface
Gel Effect
Ultrafiltration and Microfiltration
Filtration flux (J) is a
function of




Transmembrane pressure
drop (ΔPM)
Gel layer concentration (CG)
Mass transfer coefficient (K)
Bulk solute concentration (CB)
If no solute is present, then
Flux is a function of ΔPM
only.
If solute is present and RG
is constant, flux still
increases linearly with ΔPM
If gel polarization occurs, RG
is not constant and flux will
no longer be a function only
of ΔPM
}
From Gel
polarization
eq.
Mass Transfer Coefficient
For laminar flow systems:
 D
k = 0.816  w
L

2
1/ 3



Where gamma is fluid shear rate at the
membrane surface. L is the length of
the flow channel.
w – Fluid Shear Rate in laminar flow
For rectangular slit of height 2h and bulk
stream velocity, ub:
3u b
w =
h
For a circular tube of diameter D:
8u b
w =
D
Turbulent flow
kD h
Sh =
= f Re, Sc , L / Dh 
D
Dhub r
Re =
= Reynoldsnumber
m
m
Sc =
= Schmidt number
rD
 cross sectionalarea 

Dh = equivalentdiameter= 4
 wettedperimeter 
Turbulent flow
Sh = 0.082Re
0.69
0.33
Sc
Example
Solids effects
Operations
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