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Ceramic membrane market
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5/24/2018 Ceramic Membrane Market
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Ceramic MembranesA Pilot Evaluation of an Emerging
Reuse Technology
Randall Booker, PhD, PE
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Outline
Wastewater Membrane Applications
Ceramic Membrane Characteristics
Ceramic Membrane Applications
Project Background Pilot Results and Observations
Next Steps
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Collaborative Pilot Effort
Dallas Water Utilities
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Membrane Filtration for WWMF UF membranesare ideal for WWreuse applications: Consistent WQ Barrier to solids andpathogens Reliability Automation
Typical Application is PolymericMembrane (e.g. PVDF, PS, PP)
o Tertiary MF/UF (on secondaryeffluent)
Hollow-fiber encased elementwith cross-flow operation
Submerged systemso MBR MF/UF (on screened
influent)
Hollow-fiber submerged
Flat-sheet submerged
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What are Ceramic Membranes?
Made from Ceramic Materials
o (e.g., oxides of titanium, zirconium,aluminium)
Single channel tube
o Similar to hollow fiber (larger diameter)
Flat Sheet/submerged (Kubota)
Monolith (MetaWater-NGK)
o Multi-channel tubular membrane element
MetaWater (NGK) monolithic ceramicmembrane selected for pilot study
o Pressurized Inside-out flow
o Dead-end filtration operation
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0 0001 0 001 0 01 0 1 1 10 100 m
hairCrypto-
sporidium
smallest
micro-
organism
polio virus
Suspended solids
Parasites
Bacteria
Org. macro. molecules
Viruses
ColloidsDissolved salts
Sand Filtration
Microfiltration
Ultrafiltration
Nanofiltration
Reverse Osmosis
Membrane Rejection Characteristics
Ceramic Membranes
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Ceramic Membrane Surface Properties
Ceramic Polymeric
Metal Oxide Surface Chemistry
Metal Sites for Binding Foulant (as a
ligand)
Ligand Sites for Binding Metal
Coagulant
Amphoteric
Use of coagulant to manage surface
chemistry is key
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Pilot Ceramic Membrane Element
Filtrate slits
Filtrate collecting channel
FiltrateRaw water
Feed Channel 2 5 mm Dead End
Operationwith PeriodicBackwash
Parameter Detail
MembraneMaterial Innerpressurizedtypemonolith
Membranefiltrationchannelsize 0.008inch
Lengthof
Membrane
Element 39.3
inch
SurfaceAreaofMembraneElement 4.4squarefeet(sf)
Outsidediameter 1.25inch
FlowDirection Insideout
NominalPore
Size 0.1
micron
NominalFlow 0.611gpm @100gfd
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Flow Pattern in Monolith Membrane Module(Watanabe, 2008)
Module Casing
Membrane
Feed
Dead-end point
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Ceramic Membrane Module(Panglish, 2009)
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Ceramic Membranes vs.
Polymeric Membranes
Attributes
Higher flux at relatively low pressure Comparable recovery (to 99%)
Aggressive flux maintenance capabilities
High durability against oxidants, strong acids, bases,
and temperature Hydrophilic membrane surface
More robust membrane integrity
Low Replacement frequency (~ 20 Years) Challenges
Relatively smaller packing density
Relatively higher cost
Limited US track record
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Ceramic Membrane Applications
First full-scale system operational in France, 1990
Presently, over 70 installations in Japan (
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PROJECT BACKGROUND
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Ceramic Membrane Pilot System
Two trains - 1 gpm each
Ability to test variablesin parallel
Fully automated w/ data
acquisition
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SWWTP - Pilot Site Location
Pilot Skid Area
Feed Water Locations
Secondary
Clarifiers
ChlorineContact
Basin
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Pilot Testing Approach - Proof of Concept
Feed waterso SWWTP Secondary Effluent
Chlorinated
Non-Chlorinated
Objectiveso Demonstrate Proof of Concept for WW reuse applications
TCEQ reuse compliance (Type I , 3 NTU)
Criteria for sustainable operation
Establish basis for subsequent full-scale demonstration
Constraintso Pilot scale element/skid
o Short pilot test period (~ 1 month)
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Pilot Testing Variables
Feed: Chlorinated/Non-chlorinated Secondary Effluent
Coagulant dose:
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Proof of Concept Operational Goals
Maximize permeability (gfd/psi)
Maximize flux (Target = 100 gfd) Minimize TMP rise (5-8 psi per filtration cycle)
Optimize CEB (1-2 per day)
Initial TMP rise over 2 CEBs/ 24 hours ~ 0.1 psi CIPs: 2 -4 per year
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Results - Chorinated Secondary Effluent
Train A (Acid CEB)
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Results - Chlorinated Secondary Effluent
Train B (Acid/Hypo CEB)
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Chlorinated Effluent Observations
Filtrate turbidity < 0.5 NTU (TCEQ Type 1 met)
Coagulant is required for sustainable operation Change in TMP over 30 min filtration cycle met goal @ 100 gfd
TMP recovery after CEB was higher than goal (0.1 psi/d)@ 100 gfd
~ 0.5 psi/day for Train A (Acid)
~ 0.3 psi/day for Train B (Acid/Hypo)
TMP recovery optimization needed
o Coagulant
o CIP frequency/protocol
Results suggests sustainable operation possible
Stress Test @ 100 gfd and 60 min filtration cycles appears
unsustainable
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Results - Non-Chlorinated Secondary Effluent
Train A (Acid CEB)
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Results - Non-Chlorinated Secondary Effluent
Train B (Acid/Hypo CEB)
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Non-Chlorinated Effluent Observations
Filtrate quality similar to chlorinated feed (TCEQ Type I stds
met)
Change in TMP over 30 min filtration cycle met goal @ 100 gfd
Notably steeper rise in initial TMP compared to chlorinated
effluent
TMP recovery after CEB was higher than goal (0.1 psi/d)@ 100
gfd:
~ 0.7 psi/day for Train A (Acid)
~ 0.8 psi/day for Train B (Acid/ Hypo)
Suggests TMP recovery may be enhanced by a low level of
oxidant in the feed stream
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ProjectedFull
Scale
Operating
Conditions
Parameter ChlorinatedSecondaryEffluent
Stream
Flux,gfd 100
FerricSulfateDose,mg/L 50
Filtration Cycle,min 30
NormalBackwash
Duration
22
45sec
CEB 2acid/hypochloriteCEBsperday
CIPsperyear >2*
* To be refined during full scale element demonstration
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Pilot Study Conclusions
Reuse Proof of Concept demonstrated
Ceramic membranes have beneficial characteristicsrelative to performance in reuse applications
Sustainable operation at a high flux is possible
Optimization of operating conditions at full-scale elementdemonstration level will refined for use in life cycle
cost/benefit
Optimization focus areas for full scale demonstration
Coagulant addition
CEB/ CIP protocol and interval
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Next Steps
Side by Side Pilot Testing with 20
gpm Ceramic & Polymeric Unitso Optimize operation
o Perform 90 day testing to meet TCEQ
requirements
Obtain TCEQ approval of the pilot
testing for ceramic membranes
Evaluate life cycle cost/ benefit vspolymeric membranes
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Acknowledgments
Chris Kaakaty, Dallas Water Utilities
Mark Evers, Dallas Water Utilities
Robert Mikel, Dallas Water Utilities
Nathen Myers, Veolia Water Michael Sparks, Veolia Water
Randy McIntyre, Malcolm Pirnie
Chamindra Dassanayake, Malcolm Pirnie Joe Husband, Malcolm Pirnie
Brandt Miller, Malcolm Pirnie
James Howard, Malcolm Pirnie