potential of advanced oxidation processes (aop) for ...glenboyd/asce-noholland(13sep02).pdf ·...
TRANSCRIPT
Potential of Advanced Oxidation Potential of Advanced Oxidation Processes (AOP) for Processes (AOP) for
Simultaneous Disinfection and Simultaneous Disinfection and Polishing of Drinking WaterPolishing of Drinking Water
ASCE New Orleans Branch – LA Civil Engineering Conference & Show, Kenner, LA
September 13, 2002
Jennifer E. HollandJennifer E. HollandTulane University, New Orleans, LATulane University, New Orleans, LA
Glen R. Boyd, Ph.D., PEGlen R. Boyd, Ph.D., PEDept. of Civil & Environmental EngineeringDept. of Civil & Environmental Engineering
Robert S. Reimers, Ph.D. FAICRobert S. Reimers, Ph.D. FAICAndrew J. Andrew J. EnglandeEnglande, Ph.D., P.E., Ph.D., P.E.
Dept. of Environmental Health SciencesDept. of Environmental Health Sciences
IntroductionIntroductionScope of PresentationScope of Presentation
•• Potential application of advanced oxidation processes Potential application of advanced oxidation processes (AOP) for drinking water treatment (AOP) for drinking water treatment
Specific ObjectivesSpecific Objectives
1.1. Overview of conventional treatment for disinfection and Overview of conventional treatment for disinfection and micropollutantsmicropollutants
2.2. EDCsEDCs/PPCPs as emerging micropollutants/PPCPs as emerging micropollutants3.3. Potential applications of AOP in meeting conventional Potential applications of AOP in meeting conventional
treatment goals for micropollutantstreatment goals for micropollutants4.4. Ongoing research at Tulane UniversityOngoing research at Tulane University
OutlineOutlineBackgroundBackground
•• MicropollutantsMicropollutants -- EDC/PPCPsEDC/PPCPs•• Conventional WTConventional WT
Ongoing Research at TulaneOngoing Research at Tulane•• Occurrence of EDC/PPCP in SE Louisiana Occurrence of EDC/PPCP in SE Louisiana •• Advanced Oxidation Processes (Advanced Oxidation Processes (AOPsAOPs))
MethodsMethods
Preliminary ConclusionsPreliminary Conclusions
Next StepsNext Steps
Background Background -- Contaminated Contaminated Drinking Water SourcesDrinking Water Sources
MicropollutantsMicropollutants
•• Pesticides, fertilizers, industrial Pesticides, fertilizers, industrial solventssolvents
Toxics, carcinogensToxics, carcinogens
•• Typical concentrations in Miss River Typical concentrations in Miss River Water Water
AtrazineAtrazine = 1 ppb (Source: = 1 ppb (Source: GoolsbyGoolsbyand Pereira, USGS)and Pereira, USGS)
•• Seasonal characteristics (e.g., Seasonal characteristics (e.g., storm events) storm events)
AtrazineAtrazine = 7 ppb = 7 ppb MCL = 3 ppb MCL = 3 ppb (Source: (Source: GoolsbyGoolsbyand Pereira, USGS)and Pereira, USGS)
•• Emerging lowEmerging low--level contaminants level contaminants Endocrine disrupting chemicals (Endocrine disrupting chemicals (EDCsEDCs))Pharmaceuticals and personal care Pharmaceuticals and personal care products (PPCPs)
Barber et al., www.usgs.gov
products (PPCPs)
BackgroundBackground----EDCsEDCs
Chemicals which Chemicals which affect the endocrine affect the endocrine systemsystem
Trussel, R. R. 2001, JAWWA 93(2):58-65
Background Background -- MicropollutantsMicropollutantsWhy are low levels of EDCs a cause for concern?
DOSE RESPONSE
Dose Calculation
Theoretical Concentration in Drinking Water Source
= 100 ppt (ng/L)
70 kg Adult drinks 2 L of water per day
Dose = (100 * 2)/70,000
= 0.003 ng/gVom Saal et al., 1997
http://www.safewater.org/conferences/proceedings/lawrence.htm
BackgroundBackground----MicropollutantsMicropollutantsSynergistic effect of mixture of Synergistic effect of mixture of EDCsEDCs? ? ----> 0.003 ng/g dose?> 0.003 ng/g dose?
Background Background –– Conventional WTConventional WT
J. Lawrence “Drinking Water Treatment Present and Future Developments” http://www.safewater.org/conferences/proceedings/lawrence.htm
Some PPCPs/EDCsare soluble and refractory-->
not removed by conventional water treatment
Background Background –– Chlorine in Chlorine in Conventional WTConventional WT
Chlorine does kill harmful Chlorine does kill harmful microorganismsmicroorganisms
Fecal Fecal coliformcoliformE. coliE. coliEntercocciEntercocci
Does not kill protozoan Does not kill protozoan oocystsoocysts
CryptosporidiumCryptosporidiumGiardiaGiardia
BackgroundBackground----Chlorine for Chlorine for Conventional WTConventional WT
Chlorine combines with natural organic Chlorine combines with natural organic matter (NOM) to form disinfection matter (NOM) to form disinfection byproducts (byproducts (DBPsDBPs))
TrihalomethanesTrihalomethanes ((THMsTHMs))
Effects of ClEffects of Cl22 on organic micropollutants on organic micropollutants (EDC/PPCPs)? (EDC/PPCPs)?
Possible formation of chlorinated metabolitesPossible formation of chlorinated metabolitesNeed more researchNeed more research
Background Background –– Conventional WTConventional WTGranular Activated Carbon (GAC)
May be used to remove organicsMay be used to remove organicsAdsorbs organic chemicalsAdsorbs organic chemicalsDependent on solubility of chemicalDependent on solubility of chemical
•• Many drugs designed to be highly water soluble (check Many drugs designed to be highly water soluble (check KKowow))
Can be used at water treatment plantCan be used at water treatment plant•• Highly expensiveHighly expensive•• Must be regeneratedMust be regenerated
Also implemented at point of use (Brita, Also implemented at point of use (Brita, PurPur))
Background Background -- AOPsAOPsAdvanced Oxidation Processes Advanced Oxidation Processes ---- generate free generate free radicals (OHradicals (OH••, O, O33
••, OH, OH22••))
Hydroxyl radicals indiscriminately oxidize Hydroxyl radicals indiscriminately oxidize organic matterorganic matter
Recalcitrant organicsRecalcitrant organicsCell walls of protozoan Cell walls of protozoan oocystsoocystsProcess combines disinfection/oxidation into one stepProcess combines disinfection/oxidation into one step
May be more effective than ClMay be more effective than Cl22 and GACand GAC
Background Background -- AOPsAOPs
1.71.7Chlorate (ClOChlorate (ClO44))
1.71.7Chlorite (ClOChlorite (ClO33))
1.71.7Chlorine Dioxide (ClOChlorine Dioxide (ClO22) )
1.61.6Chlorine (ClChlorine (Cl22/OCl/OCl-))
1.81.8Hydrogen Peroxide (HHydrogen Peroxide (H22OO22))
2.12.1Ozone (OOzone (O33))
2.62.6Hydroxyl Radical (OHHydroxyl Radical (OH··))
Oxidizing Power (V)Oxidizing Power (V)OxidantOxidant
Research at Tulane Research at Tulane ––EDC/PPCPs in Source WatersEDC/PPCPs in Source Waters
Target Compounds and Detection LimitsTarget Compounds and Detection Limits
Target compounds and Method Detection Limits (MDL)
Target Compound
IDL [ng/L]
Average % Recov.
% RSD
Compl of Deriv (%)
MDL* [ng/L]
Clofibric acid 3 60.8 12.6 100 0.6Estrone 3 91.9 5.1 100 0.517β-Estradiol 1 90.5 9.1 100 0.1Ibuprofen 13 47.1 26.9 0 3.5Naproxen 3 87.9 2.8 0 0.4Acetaminophen 45 N.D. N.D. 100 N.D.Bisphenol-A 0.6 99.7 3.5 100 0.1Chlorophene 0.6 71.7 5.9 100 0.1Triclosan 1 53.8 24 100 0.2
Research at Tulane Research at Tulane ––EDC/PPCPsEDC/PPCPs
MonitoringMonitoringLake Lake PontchartrainPontchartrain
&&Mississippi River
Sampling Site
date 9/14/01 9/24/01 9/14/01 9/24/01Target Compound ng/L ng/L ng/L ng/LNaproxen 107 22 37 39Bisphenol-A-d14* 13.6% 13.9% 68.0% 75.0%Estrone-d4* 52.6% 28.9% 103.4% 119.4%Acetaminophen-d4* 1.1% 1.2% N.D. N.D.
LakePontchartrain
MississippiRiver
Mississippi River
Research at Tulane Research at Tulane –– AOPsAOPsBench Scale Experiments
Comparison of four different Comparison of four different AOPsAOPs::
1.1. PeroxonePeroxone•• OO33 + H+ H22OO22 OHOH••
2.2. Ozone plus UVOzone plus UV•• OO33 + UV + UV OHOH••
3.3. Hydrogen Peroxide plus UVHydrogen Peroxide plus UV•• HH22OO22 + UV + UV OHOH••
4.4. Mixed OxidantsMixed Oxidants•• High energy vapor including OHHigh energy vapor including OH••
Research at Tulane Research at Tulane -- AOPsAOPs
oxygenfeed gas
(P, Q)
chiller (T)
ozone generator
(P, Q)ozone
monitor
stabilization tank (T, P)
ozone monitor
254 nm UV lamp
Mixed oxidant generator
sampling valve
contact chamber
water recirculation
diffuser
3-way valve
ozone destruction chamber
Research at Tulane Research at Tulane -- AOPsAOPsPreliminary Preliminary
ConclusionsConclusionsMixed oxidants have a slightly Mixed oxidants have a slightly greater oxidizing power than ozone greater oxidizing power than ozone alonealone
Mixed oxidants are an effective Mixed oxidants are an effective disinfectantdisinfectant
Mixed oxidants were more effective Mixed oxidants were more effective in the oxidation of micropollutants in the oxidation of micropollutants (MTBE) than ozone alone(MTBE) than ozone alone---- more more research neededresearch needed
MethodsMethodsUse Use AOPsAOPs bench scale apparatus to investigate removal of EDC bench scale apparatus to investigate removal of EDC and PPCP micropollutantsand PPCP micropollutants
•• NaproxynNaproxyn•• 1717ββ--EstradiolEstradiol•• BisphenolBisphenol--AA
Spike DI water samplesSpike DI water samples0 to 10 0 to 10 µµg/Lg/L
Spike Mississippi River samples Spike Mississippi River samples 10 to 100 ng/L10 to 100 ng/L
Isolate using SPE, Isolate using SPE, derivatizederivatize using BSTFA, analyze using GC/MSusing BSTFA, analyze using GC/MS
Methods Methods -- NaproxynNaproxyn
AntiAnti--inflammatory inflammatory prescription drugprescription drug
No known endocrine No known endocrine disrupting effectsdisrupting effects
Log Log KKowow ~ 3.10~ 3.10
Methods Methods -- 1717ββ--EstradiolEstradiol
HormoneHormone
Endocrine DisruptorEndocrine Disruptor
Log Log KKowow = 3.94= 3.94
Methods Methods -- BisphenolBisphenol--AA
Plasticizing agentPlasticizing agent
Suspected endocrine Suspected endocrine disruptordisruptor
Log Log KKowow = 3.32= 3.32
MethodsMethods
Study each compound separately in a DI water matrix
Determine doses of ozone, peroxide, UV light Determine doses of ozone, peroxide, UV light and mixed oxidants required for complete and mixed oxidants required for complete mineralizationmineralization
Compare material and power costs of Compare material and power costs of AOPsAOPs to to ClCl22 and GAC estimated values
Overview of Experiments
Study each compound separately in a DI water matrix
and GAC estimated values
Preliminary ConclusionsPreliminary Conclusions
AOPsAOPs may be a more cost effective means may be a more cost effective means to disinfect and polish potable water to disinfect and polish potable water compared to chlorine and GACcompared to chlorine and GAC
Data from bench scale experiments at Data from bench scale experiments at Tulane University may be used in the Tulane University may be used in the design of a pilot scale AOP system for design of a pilot scale AOP system for New Orleans drinking waterNew Orleans drinking water
Next StepsNext Steps
Complete ongoing AOP experimentsComplete ongoing AOP experiments----optimization of Tulane mixed oxidant processoptimization of Tulane mixed oxidant process
Develop laboratory standards and analytical Develop laboratory standards and analytical procedures for EDC/PPCP procedures for EDC/PPCP micrpollutantsmicrpollutants
Complete AOP experiments for treatment of Complete AOP experiments for treatment of spiked DI and Miss. R. water samplesspiked DI and Miss. R. water samples
Compare results to GAC data
Oct 2002
Dec 2002
Mar 2003
June 2003Compare results to GAC data
AcknowledgementsAcknowledgementsSevern Trent Services, Inc.Severn Trent Services, Inc.
Gordon Austin, Peter Brown, Glenn Gordon Austin, Peter Brown, Glenn SemelSemel --New Orleans Sewerage and Water BoardNew Orleans Sewerage and Water Board
Dr. D. Grimm Dr. D. Grimm -- Coordinated Instrumentation Coordinated Instrumentation Facility, Tulane UniversityFacility, Tulane University
HelgeHelge ReemstmaReemstma, , BingenBingen University, GermanyUniversity, Germany