Merck KGaA
Darmstadt, Germany
Sal Giglia
January 24, 2019
Selection, Sizing, and
Operation of Bioprocess
Filtration Trains for Optimal
Performance
2 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
The life science business of
Merck KGaA, Darmstadt, Germany
operates as MilliporeSigma
in the U.S. and Canada.
Agenda
Background
Filtration mechanisms
Series filtration
Summary
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20193
Background
Membranes in Biopharma Processing
Bacteria
Mycoplasma
Product Conc.
Virus
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20195
Membrane Types in Biopharma Processing
Mycoplasma
Product Conc.
3. Microfiltration Membranes
2. Virus Retentive Membranes
1. Ultrafiltration Membranes
Prefiltration Protection for final filter
Virus
Bacteria
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20196
Sterilizing grade membranes
What is required for optimum performance?
• High, predictable retention  Sterility assurance
• High process flux  Speed of unit operation
• High filtration capacity  Economy
• High mechanical strength  Robustness at scale
• Ease of wetting  Ease of integrity testing
• Low extractables  No added contamination
• Chemical compatibility  Robust
Morphology
Chemistry
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20197
Filtration
mechanisms
How sterilizing-membrane filters work
Sterilizing-grade filter definition:
ASTM® F 838-15 is a standard method against
which all sterilizing grade membranes can be
compared
 Removal of a standard test organism
(Brevundimonas diminuta) at minimum
concentration of 107 cfu/cm2
Sterilizing-grade filters function primarily
on the basis of size exclusion
“A filter that reproducibly removes test
microorganisms from the process
stream, producing a sterile filtrate.”
PDA® Technical report N°26, 2008
fluid
flow
9
Throughput
Flux
Pores that prevent passage of bacteria or viruses can also become
plugged in streams containing foulants.
Observed as decline in flux (constant pressure) or increase in pressure
(constant flow) with time.
Membrane plugging (fouling)
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201910
Filtration Operating Modes
Constant Pressure Constant Flow
Models can give insight into fouling mechanisms
Theoretical basis for prediction of volume at extended durations
 Save time, process volume
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201911
Classical filter fouling models
Standard
pore constriction
Complete
pore blocking
Intermediate Cake
deposit
V Pore constriction
Pore blocking
surface
tion
ng
cept
urface
surface
ion
Physical concept
Formation of a surface
deposit
Pore blocking + surface
deposit
formation of
a surface
deposit
pore
blocking
+ surface
deposit
1 2
43
2
0 2
1 






VK
J
J s
VK i
e
J
J 

0







00
1
J
VK
J
J b
1
1
00 

VJKJ
J
c
• Based on Darcy’s law
• Uniform particle size
• Uniform pore size
• Macroscopic description
P.H. Hermans and H.L. Bredee, J. Soc. Chem. Ind., 55T:1-4 (1936)
J. Hermia Trans. IChemE. 60:183-187 (1982)
R
PA
J 
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201912
Classical filter fouling model limitations
Standard
pore constriction
Complete
pore blocking
Intermediate Cake
deposit
V Pore constriction
Pore blocking
surface
tion
ng
cept
urface
surface
ion
Physical concept
Formation of a surface
deposit
Pore blocking + surface
deposit
formation of
a surface
deposit
pore
blocking
+ surface
deposit
1 2
43
2
0 2
1 






VK
J
J s
VK i
e
J
J 

0







00
1
J
VK
J
J b
1
1
00 

VJKJ
J
c
Flux decay is a function
of only throughput
volume and is
independent of time
Assumes that only one
filtration mechanism is
occurring
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201913
0.1 g/l Hy-Soy T, 0.45 m PES membrane
Classic filter fouling models
Classic models predict that ultimate filter capacity is independent of
pressure and velocity
True for some streams….
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 200 400 600 800 1000
Throughput (l/m
2
)
J/Jo
2 psig
10 psig
1g/l EMD Soy, 0.45 m PES membrane
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000
Throughput (l/m2
)
J/Jo
10.5 psig
5.2 psig
2.2 psig
But not always!
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201914
0.0
0.1
0.2
0.3
0.4
0.5
0.6
0.7
0.8
0.9
0.01 0.1 1 10 100 1000
NormalizedParticleVolume
Particle Diameter (um)
Hy-Soy T
EMD Soy
Filter sizing estimates are affected by
stream/filter characteristics
Filter pore size
distribution
0.45 µm PES
Non-classic
behavior
Many small
particles. small
enough to
stick to pore
or particle
surface.
Classic behavior
Most particles large
enough to be
easily retained by
size exclusion.
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201915
(m)
Velocity dependent “Adsorption” Fouling Model
Accounting for filtration velocity
 4
0
1 tK
J
J
a
Particle deposits inside membrane pores depend on fluid velocity
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201916
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000
Throughput (l/m2
)
J/Jo
10.5 psig
5.2 psig
2.2 psig
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000 5000 6000
Throughput (l/m
2
)
J/Jo
10.5 psig
5.2 psig
2.2 psig
Adsorption model
1g/l EMD Soy, 0.45 m PES membrane
Thin solid lines represent
model fit to data
Blocking model Adsorption model
Adsorption model over predicts velocity sensitivity
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201917
Combined blocking and adsorption model
Combined intermediate
1. Glen R. Bolton, Austin W. Boesch, Matthew J. Lazzara,
The effects of flow rate on membrane capacity:
Development and application of adsorptive membrane
fouling models, Journal of Membrane Science, Volume
279, Issues 1-2, 1 August 2006, Pages 625-634
 4
0
1 tKe
J
J
a
VKi
 
-adsorption1
factors in both blocking effects and filtration velocity
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201918
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000
Throughput (l/m2
)
J/Jo 10.5 psig
5.2 psig
2.2 psig
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000 5000 6000
Throughput (l/m
2
)
J/Jo
10.5 psig
5.2 psig
2.2 psig
Combined model shows superior fit to data
1g/l EMD Soy, 0.45 PES membrane
Thin solid lines represent
model fit to data
Blocking model Adsorption model
Flux Decay
0.0
0.2
0.4
0.6
0.8
1.0
1.2
0 1000 2000 3000 4000 5000
Throughput (l/m2
)
J/Jo
10.5 psig
5.2 psig
2.2 psig
Combined model
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201919
Series
Filtration
Why series filtration?
1. Redundant filtration
– FDA 2004 aseptic guidelines: “Use of
redundant filtration should be considered in
many cases.”
– EMEA 2008: “A second filtration via a further
sterilized micro-organism retaining filter…
may be advisable.”
Used as a back-up filter and typically at 1:1 area ratio
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201921
Why series filtration?
2. Prefilter increases throughput of final filter
Throughput
Time
Final filter only
Final filter with prefilter
Prefilter Final Filter
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201922
Series filtration design
▪ Designing a series filtration process (for example,
a prefilter and final filter) is more complicated
▪ Need to determine optimal prefilter to final
filter area ratio
▪ Although the inlet pressure to the prefilter is
constant, neither filter in the train is operating
at constant pressure due to differing rates of
membrane plugging
▪ The performance of one filter in the train can
affect the performance of the other filter
▪ Modeling tools can simplify filter sizing
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201926
Test methods for sizing filters in series
Pre-filter Final filterPre-filter
Final filter
P1
P2
• Direct measure of serial
filtration throughput
• Added predictive
flexibility: but may
have limited
extrapolation accuracy
• Independent performance
data for each filter
• High predictive
flexibility: but only if
each filter is tested at two
different pressures
Pre-filter
Final filter
P1
• Simple direct measure of
serial filtration throughput
• No knowledge of each
filter’s performance:
does not inform on
capacity or protective
value of prefilter
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
24
Experimental verification of fouling model
Experiment
• 10 psig constant pressure
• 500 LMH constant flow
• Test at 5 different area ratios in duplicate
• Small particle stream (EMD Soy) that challenges both
prefilter and final filter
•OptiScale® 25 devices (3.5 cm2)
•[Milligard® PES 1.2/0.2 µm nominal membrane]/[Millipore
Express® SHF (PES) membrane]
•[Milligard® PES 1.2/0.2 µm nominal membrane]/[Durapore®
0.22 µm(PVDF) membrane]
Analysis
• Obtain fouling constants from
1:1 area ratio test
• Use these constants to predict
throughput at the other area
ratios
0:1
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
25
Serial filtration throughput data fitting
• Both filters plugging
• Good fit of model of each
filter
• Moderate advantage of
high area ratio expected
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane]
/[Millipore Express® SHF (PES) membrane]
1:1 area ratio
Constant Pressure
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
26
Serial filtration throughput data fitting
• Both filters plugging
• Good fit of model of each
filter
• Moderate advantage of
high area ratio expected
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane]
/[Durapore® 0.22 µm (PVDF) membrane]
1:1 area ratio
Constant Pressure
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
27
Model predicts throughput as function of area ratio
▪ Model prediction based on data
collected at 1:1 area ratio
▪ Excellent predictive accuracy over
realistic range of area ratios
Throughput at 30 minutes
0
500
1000
1500
2000
2500
3000
0,0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5
Throughput(l/m2finalfilter)
Area Ratio (Pre/Final Filter)
Model
Data
Millipore®
Express SHF only
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane] /[Millipore Express® SHF (PES) membrane]
Constant Pressure
0
500
1000
1500
2000
2500
3000
3500
0 20 40 60 80 100
Throughput(l/m2offinalfilter)
Time (min)
Combined Throughput
Milligard PES/SHF
SHF Only
0:1
0.5:1
1:1
2:1
3:1Milligard® PES/SHF
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201928
Model predicts throughput as function of area ratio
▪ Model prediction based on data
collected at 1:1 area ratio
▪ Good predictive accuracy over
realistic range of area ratios
Throughput at 60 minutes
0
500
1000
1500
2000
2500
3000
0,0 1,0 2,0 3,0 4,0
Throughput(l/m2finalfilter)
Area Ratio (Pre/Final Filter)
Model
Data
Durapore®
0.22 µm only
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane] /[Durapore® 0.22 µm (PVDF) membrane]
Constant Pressure
0
500
1000
1500
2000
2500
3000
0 20 40 60 80 100
Throughput(l/m2offinalfilter)
Time (min)
Combined Throughput
0:1
0.5:1
1:1
3:1
2:1
Milligard® PES/Durapore®
Durapore® Only
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201929
Economic optimum area ratio
• Utilizing cost information for the
prefilter and final filter, the
economic optimum area ratio can
be determined.
• Milligard® PES prefilter enables
>70% reduction in the cost of
filtration.
*Cost normalized to final filter only
Prefilter/final filter cost ratio = 0.5
Constant Pressure
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane]
/[Millipore Express® SHF (PES) membrane]
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201930
Serial filtration in constant flow operation
• Both filters plugging
• Good fit of model of each
filter
0
5
10
15
20
25
30
0 50 100 150 200 250
TMP(psid)
Time (min)
Interstage Pressure Drop
Total, Data
Prefilter Data
Final Filter Data
PreFilter Model
Final Filter Model
Total, Model
0
100
200
300
400
500
600
0
5
10
15
20
25
30
0 500 1000 1500 2000 2500
FinalFilterFlux(LMH)
Presuure(psi)
Throughput (l/m2 of final filter)
Combined Throughput
Model
Pressure Data
Flux Data
0
500
1000
1500
2000
2500
0 500 1000 1500 2000 2500
Permeability(LMH/psi)
Throughput (l/m2 of final flter)
Interstage Permeability
Prefilter Data
Final Filter Data
Prefilter Model
Final Filter Model
y = 3.2184x + 0.0889
0
5
10
15
20
25
30
35
0 5 10 15
Volume(ml).
Time (min)
Water/Buffer Flux
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane]
/[Durapore® 0.22 µm (PVDF) membrane]
1:1 area ratio
Constant Flow
0
5
10
15
20
25
30
0 50 100 150 200 250
TMP(psid)
Time (min)
Interstage Pressure Drop
Total, Data
Prefilter Data
Final Filter Data
PreFilter Model
Final Filter Model
Total, Model
0
100
200
300
400
500
600
0
5
10
15
20
25
30
0 500 1000 1500 2000 2500
FinalFilterFlux(LMH)
Presuure(psi)
Throughput (l/m2 of final filter)
Combined Throughput
Model
Pressure Data
Flux Data
0
500
1000
1500
2000
2500
0 500 1000 1500 2000 2500
Permeability(LMH/psi)
Throughput (l/m2 of final flter)
Interstage Permeability
Prefilter Data
Final Filter Data
Prefilter Model
Final Filter Model
y = 3.2184x + 0.0889
0
5
10
15
20
25
30
35
0 5 10 15
Volume(ml).
Time (min)
Water/Buffer Flux
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
31
0
500
1000
1500
2000
2500
3000
3500
4000
0,0 1,0 2,0 3,0 4,0
Throughput(l/m2finalfilter)
Area Ratio (Pre/Final Filter)
Data
Model
Durapore®
0.22 µm only
*
Model predicts throughput as function of area ratio
▪ Model prediction based on data
collected at 1:1 area ratio
▪ Good predictive accuracy over
realistic range of area ratios
Throughput at 20 psid
*Test at area ratio of 3 was terminated when TMP was about 10-12 psid. Data is projected to 20 psid.
EMD Soy
[Milligard® PES 1.2/0.2 µm nominal membrane]
/[Durapore® 0.22 µm (PVDF) membrane]
Constant Flow
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201932
0
5
10
15
20
25
30
35
0 500 1000 1500 2000 2500
Pressure(psig)
Throughput Volume (l/m2)
100
LMH
250
LMH
1000
LMH
2000
LMH
5000
LMH
500
LMH
Determination of optimum flux in constant flow
operation
LMH = L/m2-hr
In constant flow filtration, the filtration
endpoint is typically a maximum allowable
pressure.
 Membrane area requirement depends on
flux, and if fouling rate is flux dependent,
there will be an optimum (minimum filter
area) flux.
 At low flux, membrane will suffer increased
adsorptive plugging, minimizing the capacity
of the filter.
 At high flux, the initial pressure drop across
the filters will be near the allowable
maximum, leaving little room for pressure
rise.
 An optimum flux will exist that balances the
two factors above.
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201933
Experimental verification of model for optimum flux
Experiment
• 3 area ratios (0:1, 1:1, 2:1)
• 4 constant flux conditions (500, 1000, 1500,
2000 LMH)
• Small particle stream (soy peptone ~ 200 nm) that
challenges both prefilter and final filter
• OptiScale® 25 devices (3.5 cm2)
• [Milligard® PES 1.2/0.2 µm nominal]/[Durapore®
0.22 µm (PVDF) membrane]
34
Analysis
• Obtain combined intermediate-
adsorption fouling constants from
one area ratio (1:1) and at one
flux condition (1000 LMH).
• Use these constants to predict
throughput at the other area
ratios and fluxes.
1000 LMH
1000 LMH
500 LMH1000 LMH 1000 LMH 500 LMH
0:1 1:1 2:1
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
Comparison between measured data and model
predictions
• Good agreement between
model and data
• Using filter cost data, the
economic optimum process
conditions (flux and area
ratio) can be determined
35
0
500
1000
1500
2000
2500
3000
3500
4000
4500
5000
0 500 1000 1500 2000 2500
FinalFilterThroughput(l/m2)
Final Filter Flux (LMH)
Data 2:1 Area Ratio Model 2:1 Area Ratio
Data 1:1 Area Ratio Model 1:1 Area Ratio
Data 0:1 Area Ratio Model 0:1 Area Ratio
20 psi filtration endpoint
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
Economic optimum constant flow filtration
conditions
• Including prefilter upstream of sterile filter reduces cost of filtration
by 6X in this example.
• Further 25% cost improvement by optimization of flux and area ratio
36
0 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1
Durapore® 0.22 µm Only (0:1 area ratio)
500 LMH, 1:1 Area Ratio
[Milligard® PES 1.2/0.2 µm Nominal]/[Durapore® 0.22 µm]
1500 LMH, 1.9:1 Area Ratio (optimum)
[Milligard® PES 1.2/0.2 µm Nominal]/[Durapore® 0.22 µm]
Normalized Process Cost per Volume Filtered
Prefilter/final filter cost ratio = 0.5
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
Summary
Summary
Understanding of filtration mechanisms is essential for
optimal design and operation of membrane filters.
Determination of an optimum series filtration process
design can be readily achieved using an efficient test
methodology along with an appropriate fouling model
that accounts for both blocking and adsorptive fouling.
Dramatic improvements in sterile filtration economics
can be realized with a suitable prefilter installed into an
optimally designed filtration train.
w/o
prefilter
w/
prefilter
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201938
Acknowledgments
Shannon Cleveland
Sherry Ashby-Leon
Songhua Liu
Trish Greenhalgh
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201939
Questions
Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201940
© 2019 Merck KGaA, Darmstadt, Germany and/or its affiliates. All Rights Reserved. The vibrant M, Vmax,
Durapore, Milligard, Millipore Express and OptiScale are trademarks of Merck KGaA, Darmstadt, Germany or its
affiliates. All other trademarks are the property of their respective owners. Detailed information on trademarks
is available via publicly accessible resources.

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Selection, sizing, and operation of bioprocess filtration trains for optimal performance

  • 1. Merck KGaA Darmstadt, Germany Sal Giglia January 24, 2019 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance
  • 2. 2 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 The life science business of Merck KGaA, Darmstadt, Germany operates as MilliporeSigma in the U.S. and Canada.
  • 3. Agenda Background Filtration mechanisms Series filtration Summary Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20193
  • 5. Membranes in Biopharma Processing Bacteria Mycoplasma Product Conc. Virus Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20195
  • 6. Membrane Types in Biopharma Processing Mycoplasma Product Conc. 3. Microfiltration Membranes 2. Virus Retentive Membranes 1. Ultrafiltration Membranes Prefiltration Protection for final filter Virus Bacteria Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20196
  • 7. Sterilizing grade membranes What is required for optimum performance? • High, predictable retention  Sterility assurance • High process flux  Speed of unit operation • High filtration capacity  Economy • High mechanical strength  Robustness at scale • Ease of wetting  Ease of integrity testing • Low extractables  No added contamination • Chemical compatibility  Robust Morphology Chemistry Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.20197
  • 9. How sterilizing-membrane filters work Sterilizing-grade filter definition: ASTM® F 838-15 is a standard method against which all sterilizing grade membranes can be compared  Removal of a standard test organism (Brevundimonas diminuta) at minimum concentration of 107 cfu/cm2 Sterilizing-grade filters function primarily on the basis of size exclusion “A filter that reproducibly removes test microorganisms from the process stream, producing a sterile filtrate.” PDA® Technical report N°26, 2008 fluid flow 9
  • 10. Throughput Flux Pores that prevent passage of bacteria or viruses can also become plugged in streams containing foulants. Observed as decline in flux (constant pressure) or increase in pressure (constant flow) with time. Membrane plugging (fouling) Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201910
  • 11. Filtration Operating Modes Constant Pressure Constant Flow Models can give insight into fouling mechanisms Theoretical basis for prediction of volume at extended durations  Save time, process volume Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201911
  • 12. Classical filter fouling models Standard pore constriction Complete pore blocking Intermediate Cake deposit V Pore constriction Pore blocking surface tion ng cept urface surface ion Physical concept Formation of a surface deposit Pore blocking + surface deposit formation of a surface deposit pore blocking + surface deposit 1 2 43 2 0 2 1        VK J J s VK i e J J   0        00 1 J VK J J b 1 1 00   VJKJ J c • Based on Darcy’s law • Uniform particle size • Uniform pore size • Macroscopic description P.H. Hermans and H.L. Bredee, J. Soc. Chem. Ind., 55T:1-4 (1936) J. Hermia Trans. IChemE. 60:183-187 (1982) R PA J  Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201912
  • 13. Classical filter fouling model limitations Standard pore constriction Complete pore blocking Intermediate Cake deposit V Pore constriction Pore blocking surface tion ng cept urface surface ion Physical concept Formation of a surface deposit Pore blocking + surface deposit formation of a surface deposit pore blocking + surface deposit 1 2 43 2 0 2 1        VK J J s VK i e J J   0        00 1 J VK J J b 1 1 00   VJKJ J c Flux decay is a function of only throughput volume and is independent of time Assumes that only one filtration mechanism is occurring Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201913
  • 14. 0.1 g/l Hy-Soy T, 0.45 m PES membrane Classic filter fouling models Classic models predict that ultimate filter capacity is independent of pressure and velocity True for some streams…. Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 200 400 600 800 1000 Throughput (l/m 2 ) J/Jo 2 psig 10 psig 1g/l EMD Soy, 0.45 m PES membrane Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 Throughput (l/m2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig But not always! Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201914
  • 15. 0.0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 0.01 0.1 1 10 100 1000 NormalizedParticleVolume Particle Diameter (um) Hy-Soy T EMD Soy Filter sizing estimates are affected by stream/filter characteristics Filter pore size distribution 0.45 µm PES Non-classic behavior Many small particles. small enough to stick to pore or particle surface. Classic behavior Most particles large enough to be easily retained by size exclusion. Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201915 (m)
  • 16. Velocity dependent “Adsorption” Fouling Model Accounting for filtration velocity  4 0 1 tK J J a Particle deposits inside membrane pores depend on fluid velocity Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201916
  • 17. Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 Throughput (l/m2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 5000 6000 Throughput (l/m 2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig Adsorption model 1g/l EMD Soy, 0.45 m PES membrane Thin solid lines represent model fit to data Blocking model Adsorption model Adsorption model over predicts velocity sensitivity Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201917
  • 18. Combined blocking and adsorption model Combined intermediate 1. Glen R. Bolton, Austin W. Boesch, Matthew J. Lazzara, The effects of flow rate on membrane capacity: Development and application of adsorptive membrane fouling models, Journal of Membrane Science, Volume 279, Issues 1-2, 1 August 2006, Pages 625-634  4 0 1 tKe J J a VKi   -adsorption1 factors in both blocking effects and filtration velocity Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201918
  • 19. Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 Throughput (l/m2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 5000 6000 Throughput (l/m 2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig Combined model shows superior fit to data 1g/l EMD Soy, 0.45 PES membrane Thin solid lines represent model fit to data Blocking model Adsorption model Flux Decay 0.0 0.2 0.4 0.6 0.8 1.0 1.2 0 1000 2000 3000 4000 5000 Throughput (l/m2 ) J/Jo 10.5 psig 5.2 psig 2.2 psig Combined model Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201919
  • 21. Why series filtration? 1. Redundant filtration – FDA 2004 aseptic guidelines: “Use of redundant filtration should be considered in many cases.” – EMEA 2008: “A second filtration via a further sterilized micro-organism retaining filter… may be advisable.” Used as a back-up filter and typically at 1:1 area ratio Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201921
  • 22. Why series filtration? 2. Prefilter increases throughput of final filter Throughput Time Final filter only Final filter with prefilter Prefilter Final Filter Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201922
  • 23. Series filtration design ▪ Designing a series filtration process (for example, a prefilter and final filter) is more complicated ▪ Need to determine optimal prefilter to final filter area ratio ▪ Although the inlet pressure to the prefilter is constant, neither filter in the train is operating at constant pressure due to differing rates of membrane plugging ▪ The performance of one filter in the train can affect the performance of the other filter ▪ Modeling tools can simplify filter sizing Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201926
  • 24. Test methods for sizing filters in series Pre-filter Final filterPre-filter Final filter P1 P2 • Direct measure of serial filtration throughput • Added predictive flexibility: but may have limited extrapolation accuracy • Independent performance data for each filter • High predictive flexibility: but only if each filter is tested at two different pressures Pre-filter Final filter P1 • Simple direct measure of serial filtration throughput • No knowledge of each filter’s performance: does not inform on capacity or protective value of prefilter Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 24
  • 25. Experimental verification of fouling model Experiment • 10 psig constant pressure • 500 LMH constant flow • Test at 5 different area ratios in duplicate • Small particle stream (EMD Soy) that challenges both prefilter and final filter •OptiScale® 25 devices (3.5 cm2) •[Milligard® PES 1.2/0.2 µm nominal membrane]/[Millipore Express® SHF (PES) membrane] •[Milligard® PES 1.2/0.2 µm nominal membrane]/[Durapore® 0.22 µm(PVDF) membrane] Analysis • Obtain fouling constants from 1:1 area ratio test • Use these constants to predict throughput at the other area ratios 0:1 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 25
  • 26. Serial filtration throughput data fitting • Both filters plugging • Good fit of model of each filter • Moderate advantage of high area ratio expected EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Millipore Express® SHF (PES) membrane] 1:1 area ratio Constant Pressure Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 26
  • 27. Serial filtration throughput data fitting • Both filters plugging • Good fit of model of each filter • Moderate advantage of high area ratio expected EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Durapore® 0.22 µm (PVDF) membrane] 1:1 area ratio Constant Pressure Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 27
  • 28. Model predicts throughput as function of area ratio ▪ Model prediction based on data collected at 1:1 area ratio ▪ Excellent predictive accuracy over realistic range of area ratios Throughput at 30 minutes 0 500 1000 1500 2000 2500 3000 0,0 0,5 1,0 1,5 2,0 2,5 3,0 3,5 4,0 4,5 Throughput(l/m2finalfilter) Area Ratio (Pre/Final Filter) Model Data Millipore® Express SHF only EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Millipore Express® SHF (PES) membrane] Constant Pressure 0 500 1000 1500 2000 2500 3000 3500 0 20 40 60 80 100 Throughput(l/m2offinalfilter) Time (min) Combined Throughput Milligard PES/SHF SHF Only 0:1 0.5:1 1:1 2:1 3:1Milligard® PES/SHF Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201928
  • 29. Model predicts throughput as function of area ratio ▪ Model prediction based on data collected at 1:1 area ratio ▪ Good predictive accuracy over realistic range of area ratios Throughput at 60 minutes 0 500 1000 1500 2000 2500 3000 0,0 1,0 2,0 3,0 4,0 Throughput(l/m2finalfilter) Area Ratio (Pre/Final Filter) Model Data Durapore® 0.22 µm only EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Durapore® 0.22 µm (PVDF) membrane] Constant Pressure 0 500 1000 1500 2000 2500 3000 0 20 40 60 80 100 Throughput(l/m2offinalfilter) Time (min) Combined Throughput 0:1 0.5:1 1:1 3:1 2:1 Milligard® PES/Durapore® Durapore® Only Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201929
  • 30. Economic optimum area ratio • Utilizing cost information for the prefilter and final filter, the economic optimum area ratio can be determined. • Milligard® PES prefilter enables >70% reduction in the cost of filtration. *Cost normalized to final filter only Prefilter/final filter cost ratio = 0.5 Constant Pressure EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Millipore Express® SHF (PES) membrane] Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201930
  • 31. Serial filtration in constant flow operation • Both filters plugging • Good fit of model of each filter 0 5 10 15 20 25 30 0 50 100 150 200 250 TMP(psid) Time (min) Interstage Pressure Drop Total, Data Prefilter Data Final Filter Data PreFilter Model Final Filter Model Total, Model 0 100 200 300 400 500 600 0 5 10 15 20 25 30 0 500 1000 1500 2000 2500 FinalFilterFlux(LMH) Presuure(psi) Throughput (l/m2 of final filter) Combined Throughput Model Pressure Data Flux Data 0 500 1000 1500 2000 2500 0 500 1000 1500 2000 2500 Permeability(LMH/psi) Throughput (l/m2 of final flter) Interstage Permeability Prefilter Data Final Filter Data Prefilter Model Final Filter Model y = 3.2184x + 0.0889 0 5 10 15 20 25 30 35 0 5 10 15 Volume(ml). Time (min) Water/Buffer Flux EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Durapore® 0.22 µm (PVDF) membrane] 1:1 area ratio Constant Flow 0 5 10 15 20 25 30 0 50 100 150 200 250 TMP(psid) Time (min) Interstage Pressure Drop Total, Data Prefilter Data Final Filter Data PreFilter Model Final Filter Model Total, Model 0 100 200 300 400 500 600 0 5 10 15 20 25 30 0 500 1000 1500 2000 2500 FinalFilterFlux(LMH) Presuure(psi) Throughput (l/m2 of final filter) Combined Throughput Model Pressure Data Flux Data 0 500 1000 1500 2000 2500 0 500 1000 1500 2000 2500 Permeability(LMH/psi) Throughput (l/m2 of final flter) Interstage Permeability Prefilter Data Final Filter Data Prefilter Model Final Filter Model y = 3.2184x + 0.0889 0 5 10 15 20 25 30 35 0 5 10 15 Volume(ml). Time (min) Water/Buffer Flux Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019 31
  • 32. 0 500 1000 1500 2000 2500 3000 3500 4000 0,0 1,0 2,0 3,0 4,0 Throughput(l/m2finalfilter) Area Ratio (Pre/Final Filter) Data Model Durapore® 0.22 µm only * Model predicts throughput as function of area ratio ▪ Model prediction based on data collected at 1:1 area ratio ▪ Good predictive accuracy over realistic range of area ratios Throughput at 20 psid *Test at area ratio of 3 was terminated when TMP was about 10-12 psid. Data is projected to 20 psid. EMD Soy [Milligard® PES 1.2/0.2 µm nominal membrane] /[Durapore® 0.22 µm (PVDF) membrane] Constant Flow Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201932
  • 33. 0 5 10 15 20 25 30 35 0 500 1000 1500 2000 2500 Pressure(psig) Throughput Volume (l/m2) 100 LMH 250 LMH 1000 LMH 2000 LMH 5000 LMH 500 LMH Determination of optimum flux in constant flow operation LMH = L/m2-hr In constant flow filtration, the filtration endpoint is typically a maximum allowable pressure.  Membrane area requirement depends on flux, and if fouling rate is flux dependent, there will be an optimum (minimum filter area) flux.  At low flux, membrane will suffer increased adsorptive plugging, minimizing the capacity of the filter.  At high flux, the initial pressure drop across the filters will be near the allowable maximum, leaving little room for pressure rise.  An optimum flux will exist that balances the two factors above. Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201933
  • 34. Experimental verification of model for optimum flux Experiment • 3 area ratios (0:1, 1:1, 2:1) • 4 constant flux conditions (500, 1000, 1500, 2000 LMH) • Small particle stream (soy peptone ~ 200 nm) that challenges both prefilter and final filter • OptiScale® 25 devices (3.5 cm2) • [Milligard® PES 1.2/0.2 µm nominal]/[Durapore® 0.22 µm (PVDF) membrane] 34 Analysis • Obtain combined intermediate- adsorption fouling constants from one area ratio (1:1) and at one flux condition (1000 LMH). • Use these constants to predict throughput at the other area ratios and fluxes. 1000 LMH 1000 LMH 500 LMH1000 LMH 1000 LMH 500 LMH 0:1 1:1 2:1 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
  • 35. Comparison between measured data and model predictions • Good agreement between model and data • Using filter cost data, the economic optimum process conditions (flux and area ratio) can be determined 35 0 500 1000 1500 2000 2500 3000 3500 4000 4500 5000 0 500 1000 1500 2000 2500 FinalFilterThroughput(l/m2) Final Filter Flux (LMH) Data 2:1 Area Ratio Model 2:1 Area Ratio Data 1:1 Area Ratio Model 1:1 Area Ratio Data 0:1 Area Ratio Model 0:1 Area Ratio 20 psi filtration endpoint Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
  • 36. Economic optimum constant flow filtration conditions • Including prefilter upstream of sterile filter reduces cost of filtration by 6X in this example. • Further 25% cost improvement by optimization of flux and area ratio 36 0 0,1 0,2 0,3 0,4 0,5 0,6 0,7 0,8 0,9 1 Durapore® 0.22 µm Only (0:1 area ratio) 500 LMH, 1:1 Area Ratio [Milligard® PES 1.2/0.2 µm Nominal]/[Durapore® 0.22 µm] 1500 LMH, 1.9:1 Area Ratio (optimum) [Milligard® PES 1.2/0.2 µm Nominal]/[Durapore® 0.22 µm] Normalized Process Cost per Volume Filtered Prefilter/final filter cost ratio = 0.5 Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.2019
  • 38. Summary Understanding of filtration mechanisms is essential for optimal design and operation of membrane filters. Determination of an optimum series filtration process design can be readily achieved using an efficient test methodology along with an appropriate fouling model that accounts for both blocking and adsorptive fouling. Dramatic improvements in sterile filtration economics can be realized with a suitable prefilter installed into an optimally designed filtration train. w/o prefilter w/ prefilter Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201938
  • 39. Acknowledgments Shannon Cleveland Sherry Ashby-Leon Songhua Liu Trish Greenhalgh Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201939
  • 40. Questions Selection, Sizing, and Operation of Bioprocess Filtration Trains for Optimal Performance | 24.01.201940 © 2019 Merck KGaA, Darmstadt, Germany and/or its affiliates. All Rights Reserved. The vibrant M, Vmax, Durapore, Milligard, Millipore Express and OptiScale are trademarks of Merck KGaA, Darmstadt, Germany or its affiliates. All other trademarks are the property of their respective owners. Detailed information on trademarks is available via publicly accessible resources.