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Ceramic Membranes A Pilot Evaluation of an Emerging Reuse Technology Randall Booker, PhD, PE

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