WWMT-D1S1-Water Technologies by JClement
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Transcript of WWMT-D1S1-Water Technologies by JClement
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Overview of Water TreatmentOverview of Water Treatment
Jonathan ClementJonathan Clement
PWNTPWNT
--
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OverviewOverview
IntroductionIntroduction driversdrivers
membrane filtrationmembrane filtration
desalinationdesalination -- RORO
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Need for treatmentNeed for treatment
SafeSafe
– – removal or inactivation of pathogens ( viruses &removal or inactivation of pathogens ( viruses &bacteria)bacteria)
– – reduction in microreduction in micro--contaminantscontaminants
• pesticides, pharmaceuticals est et csest et cs
– – Colour, turbidityColour, turbidity
– – Taste and odourTaste and odour
– – AnimalsAnimals
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Water Scarcity – perceived vs. real
Real water scarcitywater is not resent in an condition or anquantity within the region
water is present in an highly impaired form andconsidered not useable.
A signficant amount of the world’s waterscarcity problems are percived
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conventional treatmentconventional treatment
Highly accessible, relatively pure sources ofHighly accessible, relatively pure sources ofwater that require ‘conventional treatmentwater that require ‘conventional treatment’’
– – a e, reservo r or r vera e, reservo r or r ver
Conventional treatmentConventional treatment – – ses arge an areases arge an area
– – Can handle mainly only low to moderate levels ofCan handle mainly only low to moderate levels ofTDS and TOC etcTDS and TOC etc
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Conventional TreatmentConventional Treatment
Coagulation
Flocculation
Sedimentation
Filtration
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sourcesourcesourcesource
clarificationclarificationclarificationclarification
disinfectiondisinfectiondisinfectiondisinfection
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classic clarificationclassic clarification
mixing coagulant
flocculation sludge blanketsludge blanket
(flotation)
filtration
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coagulation separation technologiescoagulation separation technologies
horizontal sedimentationhorizontal sedimentation
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coagulation separation technologiescoagulation separation technologies
horizontal sedimentationhorizontal sedimentation
sludge blanket clarificationsludge blanket clarification
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sludge blanket clarifierssludge blanket clarifiers
slow and elaborate start-up
very sensitive for flow changes
erratic response to raw water changes
number of operation protocols equal to
bigger units without sludge scrapers (most)
can (will) suffer of anaerobic conditions
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coagulation separation technologiescoagulation separation technologies
horizontal sedimentationhorizontal sedimentationsludge blanket clarificationsludge blanket clarification
lamella sedimentationlamella sedimentation
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coagulation separation technologiescoagulation separation technologies
horizontal sedimentationhorizontal sedimentationsludge blanket clarificationsludge blanket clarification
lamella sedimentationlamella sedimentation
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Aquadaf processAquadaf process
20
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qua aqua a g ra e o a ong ra e o a on
Higher removal of Algae comparedHigher removal of Algae compared to otherto otherprocessesprocesses
Need to worry about airNeed to worry about air recurculationrecurculation
Removing floating sludgeRemoving floating sludge
Not very useful for high sedimentNot very useful for high sediment – – river watersriver waters
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coagulation separation technologiescoagulation separation technologies
horizontal sedimentationhorizontal sedimentationsludge blanket clarificationsludge blanket clarification
lamella sedimentationlamella sedimentation
ActifloActiflo ® ®
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ActifloActiflo – – MultifloMultiflosand ballasted flocculationsand ballasted flocculation
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horizontal sedimentation
sludge blanket clarifiers
lamella sedimentation
Actiflo
flotation
0 5 10 15 20 25 30 35 40
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horizontal sedimentation
sludge blanketclarifiers
lamella sedimentation
flotationflotation
Actiflo
1900 1920 1940 1960 1980 2000 2020
earear
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What?What? — — Types of MembranesTypes of Membranes
Ultrafiltration (UF)Ultrafiltration (UF)
Reverse Osmosis (RO)Reverse Osmosis (RO)
Electrodial sis/Electrodial sis Reversal (ED/EDR)Electrodial sis/Electrodial sis Reversal (ED/EDR) Membrane Bioreactor (MBR)Membrane Bioreactor (MBR)
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What?What? — — MF/UF Does:MF/UF Does:
Low turbidity filtered waterLow turbidity filtered water
Excellent cyst removalExcellent cyst removal
Filtration independent ofFiltration independent ofpretreatmentpretreatment
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Membrane Removal SizeMembrane Removal Size
Size, MicronsIonic Range
0.001
Molecular RangeMacro
Molecular RangeMicro
Particle Range Macro Particle Range
Molecular Weight(approx..)
(nanometer). . .
100 1,000 100,000 500,000
Relative
Sizes
BacteriarusesDissolved Salts
(ions)
Algae
Organics (e.g., Color)
Clays Silt
Asbestos Fibers
Sand
Separation
ProcessMicrofiltration
Ultrafiltration
Nano
Reverse
Osmosis
Conventional Filtration
(granular media)
filtration
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FILTERED WATERMF/UFMF/UFHollow FiberHollow Fiber
membrane fibersper module.(Outside-In
FEED
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Membrane MaterialsMembrane Materials –– mostmosthydrophilic to hydrophobichydrophilic to hydrophobic
Polycarbonate (PC);Polycarbonate (PC); PolyacrylonitrilePolyacrylonitrile (PAN);(PAN);
PolyetherPolyether sulphonesulphone blended with 1%blended with 1%polyvinylpropylenepolyvinylpropylene (PES/PVP);(PES/PVP);
PolysulphonePolysulphone (PS);(PS);
Teflon (PTFE);Teflon (PTFE);
PolyvinylidenePolyvinylidene fluoride (PVDF);fluoride (PVDF); Polypropylene (PP);Polypropylene (PP);
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What is Flux?What is Flux?
Filtrate Flow / Membrane AreaFiltrate Flow / Membrane Area – – Like Hydraulic LoadingLike Hydraulic Loading
FluxFlux – –
Specific Flux / TMP pressureSpecific Flux / TMP pressure
– – lm2h/barlm2h/barempera ure orrec e pec c uxempera ure orrec e pec c ux
– – Lm2h/bar at 20CLm2h/bar at 20C
– – PermeabilityPermeability
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What is Sustainable Flux?What is Sustainable Flux?
The flux that can be operated at the design flow with:The flux that can be operated at the design flow with:
– – Reliable CapacityReliable Capacity
– – Acce table Ener UseAcce table Ener Use
– – BW, CEBW, CIP IntervalBW, CEBW, CIP Interval
– – Recover Permeability PostRecover Permeability Post--CIPCIP
– –
– – Long Membrane LifeLong Membrane Life
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yearsyears
300,00
250,00
1 0 C ]
150,00
200,00
( l / h
. m 2 . b a r ) a
100,00
e r m e a b i l i t y [
0,00
50,00
10-06-1999 09-06-2000 09-06-2001 09-06-2002 09-06-2003 08-06-2004
11/18B&V -
date
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Im ortance of Pilotin - TOC
1 0
( p s i )
3 0
3 6T O C
S u p p l ie r B
S u p p l ie r A
6
8
S u
p p l i e r B T M
1 8
2 4
S u p pl i er A
T
4
T O C ( m g / L ) a n
1 2
P ( p si )
0
0 2 /1 4 /0 5 0 2 /1 5 /0 5 0 2 /1 6 /0 5 0 2 /1 7 /0 5 0 2 /1 8 /0 5 0 2 /1 9 /0 5 0 2 /2 0 /0 5 0 2 /2 1 /0 5
0
6
a te
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Value of Pilot Testin – Water Reuse Bel iumKNOKKE HEIST
Temperature, Flux and TMP
90
100 25
TMP Flux (lmh) Temperature
No Coa ulant
60
70
80
( l m
h )
15
20
T e m
30
40
50
T M P ( k P a ) , F l u
10
p er a t ur e ( o C )
0
10
20
0
5
0 1 / 0 8 / 0
1 1 / 0 8 / 0
2 1 / 0 8 / 0
3 1 / 0 8 / 0
1 0 / 0 9 / 0
2 0 / 0 9 / 0
3 0 / 0 9 / 0
1 0 / 1 0 / 0
2 0 / 1 0 / 0
3 0 / 1 0 / 0
0 9 / 1 1 / 0
1 9 / 1 1 / 0
2 9 / 1 1 / 0
0 9 / 1 2 / 0
1 9 / 1 2 / 0
2 9 / 1 2 / 0
0 8 / 0 1 / 0
1 8 / 0 1 / 0
2 8 / 0 1 / 0
Date
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Material?Material?
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ceram c mem raneceram c mem raneadvantagesadvantages
long life expectancy > 15 years?
and oxidants
very narrow pore size distribution
and BW pressure
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Ceramic Membrane ElementCeramic Membrane Element
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Ceramic Membrane ElementCeramic Membrane Element
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UVUV
Can provide chemical free disinfection of virusesCan provide chemical free disinfection of viruses
and bacteriaand bacteria
Dose selection issuesDose selection issues
Critical to ick credible su liersCritical to ick credible su liers – – validation (what and how)validation (what and how)
– – complex hydraulicscomplex hydraulics
– –
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UV MARKET TRENDSUV MARKET TRENDS
•• Some issuesSome issues•• UV Dose versus InactivationUV Dose versus Inactivation
••
R A N S F E R
R A N S F E R
•• Low Wavelength ImpactsLow Wavelength Impacts
•• Medium pressure output below 254 nmMedium pressure output below 254 nm
K E T
T E C H
T
K E T
T E C H
T
•• New EntrantsNew Entrants•• Trojan goes low Trojan goes low – – Solo lampSolo lamp
A B L E
M A
R
A B L E
M A
R •• ITT goes me umITT goes me um
P O P O
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11/18B&V -
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vancevance ox at onox at on processesprocesses
s n ec ons n ec on
micromicro--contaminant reduction andcontaminant reduction andu nu n
ozoneozone based processesbased processes
– – 33 22 22 rea menrea men
– – OO33/UV treatment/UV treatment
– – Fe(II)/HFe(II)/H22OO22 treatmenttreatment
22 22
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UV hydrogen peroxideUV hydrogen peroxide
com nes an y rogen perox e ocom nes an y rogen perox e o
formform .. OH radicalsOH radicals--
reduction and destructionreduction and destruction
strong alternative to NF or RO no wastestrong alternative to NF or RO no waste
minimal disinfection byminimal disinfection by--product formationproduct formation
AwwaRF 2758
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UV + 8 ppm PeroxideUV + 5 ppm PeroxideUV OnlyShane Snyder - PI
Triclosan
Er throm cin
Sulfamethoxazole
Trimethoprim
04/17
0 20 40 60 80 100
% Removal
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MIEXMIEX
magnetic resin removal systemmagnetic resin removal system
suspended ion exchangesuspended ion exchange
--
uses salt for regenerationuses salt for regeneration
MIEX Uses Magnetized AnionicMIEX Uses Magnetized Anionic
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Uses ag et ed o cUses ag et ed o c
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limitations MIEX ®
major part of the resin is re-circulated or re-used
without regeneration leading to: –
– resin ‘blinding’
– high resin concentration and/or contact times
res n an tec no ogy can on y e purc ase romone supplier
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Seawater DesalinationSeawater Desalination
Depending on data sourceDepending on data source
76%76% -- 83% of the world’s population83% of the world’s populationis within the reach of seawateris within the reach of seawater
Unlimited supplyUnlimited supply
High costHigh cost
Large carbon footprintLarge carbon footprint
RO is dominant technologyRO is dominant technology
PrePre--treatment of RO is essentialtreatment of RO is essential – – Limited success of conventional treatmentLimited success of conventional treatmentDAF, Coagulation etcDAF, Coagulation etc
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• a or mprovements n t e past years
• Further improvements are likely to beincremental
• Recover limited to ~ 50%:• Brine discharge (environmental concerns)
-
•Use prime (electric) energy (~ 2.5 kWh percu c me er o pro uc wa er
Potential Cost Reduction
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Potential Cost Reduction
/ m 3
C
o s t U S $
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11/18/2011B&V - 55
professor Huisman
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professor Huisman
… the beauty of this technology
has never been surpassed ….
…. this technology has however one drawback …
… it is very expensive …
… for that reason
you will only find it
in developing countries …
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for emerging countries andfor emerging countries andto achieve Millennium Development Goals ?to achieve Millennium Development Goals ?
not outdated (expensive) technologies
not high-tech (expensive) technologiesthat requires high educated operation and
maintenance but smart robust technologies, easy to operate,
with low investment and operational costs
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Last thoughtLast thought
Choose the technology very carefullyChoose the technology very carefully
Many conventional systems last 50+ yearsMany conventional systems last 50+ years’’ – –
Small and compactSmall and compact – – easier to changeeasier to change
Any Questions?
Any Questions?
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Any Questions?Any Questions?
02/01Foote