Disinfection and disinfection byproducts...USEPA Stage 1 D/DBP Rule USEPA Stage 2 D/DBP Rule WHO...
Transcript of Disinfection and disinfection byproducts...USEPA Stage 1 D/DBP Rule USEPA Stage 2 D/DBP Rule WHO...
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Disinfection and disinfection byproducts
YANG XinDepartment of Environmental Science
Sun Yat-sen University2018.4
Guangzhou
Hong Kong
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River
PumpingDisinfection
Filtration Sedimentation Flocculation Coagulation
Pumping
Storage Neighborhood
Add Fluoride
Typical Water Treatment System
Pre-oxidation
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Major Water Quality Indicators
n Microorganismsn Inorganic Chemicals n Disinfectants & Disinfection Byproductsn Organic Chemicals
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Origins of “Contamination”
n Contaminant: Any physical, chemical, biological, or radiological substance or matter that has an adverse effect on air, water, or soil.
n Naturally occurringn Point-source (end-of-
pipe)n Non-point source
(agricultural, land use)
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Focus today
n Disinfection processesq Cl2, NH2Cl, O3, ClO2, UV
n Disinfection byproducts
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Disinfection
Disinfectionn Water or wastewater processes for controlling
microbial contaminants to prevent the transmission of waterborne disease through the infection by pathogenic microorganisms.
n Necessity of disinfection (disinfection credits): Giardia lamblia
Removals Virus
Removals
Filter Process
Maximum Turbidity
(NTU) (log) (%) (log) (%)
Conventional: coagulation, flocculation, sedimentation, rapid rate (granular) filtration
0.5
2.5
99.3
2.0
99.0
Direct filtration: coagulation, rapid rate (granular) filtraton 0.5 2.0 99.0 1.0 90.0
Slow sand filtration 1.0 2.0 99.0 2.0 99.0 Diatomaceous earth filtration 1.0 2.0 99.0 1.0 90.0 Total (including disinfection) -- 3.0 99.9 4.0 99.99 Source:EPA, 1989.
Particulate Impurities in Water
0.10.001 0.01 100 101.00.0001 Size (m)
Flocculated particles
Dissolved particles
Suspended particles
Colloids
Protozoan
Bacteria
Algae
Organic molecules
Dissolve ionsViruses
SETTLING
Enough?
Sand FilterPost-filtered particles
Need Disinfection
Disinfection
Ideal disinfectants
Disinfection methodsn Most common candidates in practice:
q Chlorination
q Chloramination
q ClO2
q Ozonation
q UV-radiation
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Free Chlorine - Background and Historyn Considered to be first used in 1905 in Londonn Reactions for free chlorine formation:
Cl2 (g) + H2O <=> HOCl + H+ + Cl-HOCl <=> H+ + OCl-
n Chemical forms of free chlorine: Cl2 (gas), NaOCl (liquid), or Ca(OCl)2 (solid)
n Has been the “disinfectant of choice” in US until recently.n recommended maximum residual concentration of free chlorine < 5
mg/L (by US EPA)n Concerns about the toxicity of free chlorine disinfection by-products
(trihalomethanes and other chlorinated organics)
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Monochloramine - History and Backgroundn First used in Ottawa, Canada and Denver, Co. (1917)n Became popular to maintain a more stable chlorine residual and
to control taste and odor problems and bacterial re-growth in distribution system in 1930’s
n Decreased usage due to ammonia shortage during World War IIn Increased interest in monochloramine:
q alternative disinfectant to free chlorine due to low THM potentials
q more stable disinfectant residual; persists in distribution system
q secondary disinfectant to ozone and chlorine dioxide disinfection to provide long-lasting residuals
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Ozone n First used in 1893 at Oudshoonn Used in 40 WTPs in US in 1990 (growing use since then), but more
than 1000WTPs in European countriesn Increased interest as an alternative to free chlorine (strong oxidant;
strong microbiocidal activity; perhaps less toxic DBPs) q A secondary disinfectant giving a stable residual may be needed
to protect water after ozonation, due to short-lasting ozone residual.
n Colorless gas; relatively unstable; reacts with itself and with OH- in water; less stable at higher pH
n Formed by passing dry air (or oxygen) through high voltage electrodes to produce gaseous ozone that is bubbled into the water to be treated.
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Chlorine Dioxide
n First used in Niagara Fall, NY in 1944 to control phenolic tastes and algae problems
n Used in 600 WTP (84 in the US) in 1970’s as primary disinfectant and for taste and odor control
n Very soluble in water; generated as a gas or a liquid on-site, usually by reaction of Cl2 gas with NaClO2 :q 2 NaClO2 + Cl2 2 ClO2 + 2 NaCl
n Usage became limited after discovery of it’s toxicity in 1970’s & 1980’s q thyroid, neurological disorders and anemia in experimental animals by
chloraten Recommended maximum combined concentration of chlorine dioxide
and it’s by-products < 0.5 mg/L (by US EPA in 1990’s)
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Ultraviolet Radiation and Effects
n Physical processn Energy absorbed by
DNAn Inhibits replicationn Pyrimidine Dimersn Strand Breaksn Other Damage
ACGTAAC
TT A
G
G C
T
UV
DNA
21Disinfection
Simple Solar Disinfection
22Disinfection 22
Solar Disinfection
Inactivation mechanisms
Disinfection Kinetics and Dose Concept n Chick-Watson’ law:
where = coefficient of specific lethality. C = concentration of chemical disinfectant.
I = intensity of physical disinfectant. n = empirical constant (frequently 1).Thus,
If n = 1 and assigning Ct (or It) = dose,
NIorCdtdN n)]([
tIorCNN n
o
)]([ln
doseNN
o
ln dose')kill(logNN
logo
or
Ln (N
/No)
Dose
Slope = -
dose')kill(logNN
logo
In reality: (Why?)
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Inactivation of Cryptosporidium Oocysts in Water by Chemical Disinfectants
Disinfectant CT99 (mg-min/L) Reference
Free Chlorine 7,200+ Korich et al., 1990Monochloramine 7,200+ Korich et al., 1990Chlorine Dioxide >78 Korich et al., 1990Mixed oxidants <120 Venczel et al., 1997Ozone ~3-18 Finch et al., 1994
Korich et al., 1990Owens et al., 1994
C. parvum oocysts inactivated by low doses of UV radiation: <10 mJ/cm2
DBPs
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chlorine
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Disinfection Byproducts (DBPs)
DBP Formation and Control
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Reactions with Chlorine
HOCl + natural organics (NOM)
Oxidized NOMand inorganic chloride
•Aldehydes
Chlorinated Organics•TOX•THMs•HAAs
The Precursors!
n MCL is 0.080 mg/L (stage 1)
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The Haloacetic Acids
(HAA5 = sum of monochloro, dichloro, trichloro, monobromo, and dibromo)
n MCL for HAA5 is 0.060 mg/L (stage 1)
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Haloacetonitriles
n Not regulated, but measured with THMs
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Halopropanones
n Also not regulated, but measured with THMs
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© Known occurrence in California and Colorado from rocket fuel processing.
© Suspected to be a disinfection by-product.
© Significant carcinogenicity at extremely low concentrations,with a 10 -6 cancer risk at aconcentration of 0.7 ng/L.
© Expected to be on EPA’s CCL 3.
Nitrosamines
NDMAN
CH3
CH3
NO
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TOX: Known & Unknown
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History
HAAsHANs
WHO guideline 1993
THMs
THM Rule
CNCl
19701980 1990 2000 2010
TOX
TOCl TOBr
NDMABr-DBPs
I-DBPsN-DBPs
USEPA Stage 1 D/DBP Rule
USEPA Stage 2 D/DBP RuleWHO guideline 2006
WHO guideline 2008
Shang, C. (2007) Formation of Disinfection By-Products from Alternative Disinfection Processes. International Workshop on the Security and Sustainability of Water Supply Systems.
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The DBP IcebergDHAAs
THMs, THAAs
Halogenated Compounds
Non-halogenated Compounds
~700 Known DBPs
50 MWDSC DBPs
ICR Compounds
Stuart Krasner
David A. Reckhow, Reactivity of organic nitrogen and formation of nitrogenous DBPs, AWWA Annual Conference, Anahelm, 2003.
Susan Richardson
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Muellner, M.G., Wagner, E.D., McCalla, K., Richardson, S.D., Woo, Y.T., Plewa, M.J. (2007)Environ. Sci. Technol.; 41(2) pp 645 - 651
N-DBPs are more toxic.
N-DBPs
Muellner et al., Environ. Sci. Technol. 2007, 41, 645
NDMA
HAN
HNM
CNX
CH CCl
NCl
C N+
Cl
ClCl
O-
O
Cl C N
N NH3C
OH3C
Nitrogenous DBPs
C-DBPs
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River
PumpingDisinfection
Filtration Sedimentation Flocculation Coagulation
Pumping
Storage Neighborhood
Add Fluoride
Typical Water Treatment System
Pre-oxidation
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Disinfectant
n Chlorine n Chloramine n Chlorine dioxiden UVn Ozone
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NH2Cl vs. Cl2SRNOM: 5 mg/L as DOC NH2Cl or Cl2: 8 mg/L as Cl2 pH = 7.5 Reaction time: 0.5 hr – 7 days
Time (hr)0 20 40 60 80 100 120 140 160 180
Concentration (g/L)
0
5
10
15
20
25
30
35
40
chloroform1,1-DCPDCAN1,1,1-TCPchloropicrin
Time (hr)0 20 40 60 80 100 120 140 160 180
Concentration (g/L)
2
4
6
8
10
chloroform1,1-DCPDCANCNClChloropicrin
NH2Cl Cl2
Yang et al., 2007, Water Research, 41(6), 1193-1200.
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Lab Studies: Chlorine/Monochloramine Mediated Formation of NDMA
(CH3)2 NH + NH2Cl (CH3)2NNO DMA Monochloramine NDMA
HOCl + NH3 NH2Cl + H2Ofree chlorine ammonia monochloramine
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AWWA/WEF Occurrence Study(Distribution System Samples)
Chloramines Free Chlorine
NDMA Concentration (Nanograms/Liter)
0
5
10
15
20
25
30
n = 50 for samples with chloramine residuals n = 29 for samples with free-chlorine residuals
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Chloramination of NOM isolates
n Solution preparation: q Stock solutions were prepared from reagent grade chemicals
with ultrapure water.n NOM fractionation: XAD-8/4 resins
q Hydrophobic acid (HPOA)q Transphilic acid (TPIA)q Hydrophobic neutral (HPON)q Transphilic neutral (TPIN)
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Filtration through 25 m and 0.9 m Balston glass fiber cartridge filters
Adjust filtrate pH to 2.0 with HCl
XAD-8 resinK0.5r’=50
XAD-4 resinK0.5r’=50
1. Desorb with 0.1 N NaOH
MSC cation-exchange resin
Freeze-dry to isolatehydrophobic acids (HPOA)
2. Rinse with DI water, desorb with 75% acetonitrile/25% water
Vacuum evaporate acetonitrile, freeze-dry to isolate hydrophobic neutrals (HPON)
3. Desorb with 0.1 N NaOH
MSC cation-exchange resin
Freeze-dry to isolatetransphilic acids (TPIA)
4. Rinse with DI water, desorb with 75% acetonitrile/25% water
Vacuum evaporate acetonitrile, freeze-dry to isolate transphilic neutrals (TPIN)
Hydrophilic DOM (HPI)
Water sample
NOM Isolation Summary
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DBPs vs. TOX
Yang et al., 2008, Water Research, 42(8-9), 2329-2339.
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SUVA vs. DBPs, TOX
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DON/DOC vs. N-DBPs
DON/DOC (mg N/mg C)0.00 0.02 0.04 0.06 0.08 0.10
DBP yield (nmol/mg C)
0
20
40
60
80
100DCANChloropicrinCNCl
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DON + NH2Cl = N-DBPs
15NH4Cl + Cl2 = 15NH2Cl
DON 15NH2Cl+
15N-DBPs{
14N-DBPs
Nitrogen source
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Analytical method
N
ClEI
N
Cl
ClDichloroacetonitrile
CI
m/z=74
N+O-O
Cl
Cl
Cl
trichloronitromethane
m/z=46
N+O-O
Yang X., et al. (2010) Water Research, 44,2691-2702.
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30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 2400
100000
200000
300000
400000
500000
600000
700000
800000
900000
m/z-->
Abundance
Scan 94 (4.431 min): ZD009.D\data.ms35.1
117.0
82.166.1 235.0131.9
30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 2400
50000
100000
150000
200000
250000
300000
350000
400000
450000
500000
550000
600000
650000
700000
750000
800000
m/z-->
Abundance
Scan 92 (4.413 min): ZD008.D\data.ms35.2
117.0
82.162.0 235.0133.0
46
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Tyrosine+15NH2Cl=15N-TCNM(mainly)
Tyrosine+14NH2Cl=14N-TCNM
Cl
NO2
CCl3
N+O-O
Cl
Cl
Cl
trichloronitromethane
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tyrosineN14 #129 RT: 5.01 AV: 1 NL: 8.52E7T: + c Full ms [ 40.00-500.00]
50 60 70 80 90 100 110 120m/z
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Relative
Abunda
nce
73.9
81.8
83.8
75.9
72.9
85.9
107.876.957.0 110.969.961.955.0 86.963.9 93.0 95.9 116.8105.0
tyrosineN15 #130 RT: 5.03 AV: 1 NL: 3.94E7T: + c Full ms [ 40.00-500.00]
50 60 70 80 90 100 110 120m/z
0
5
10
15
20
25
30
35
40
45
50
55
60
65
70
75
80
85
90
95
100
Relativ
e Abun
dance
74.9
81.8
83.8
76.9
72.9
85.957.0 108.877.955.0 58.9 111.869.8 86.964.9 92.9 118.895.9 105.1
Tyrosine+14NH2Cl=14N-DCAN
Tyrosine+15NH2Cl=15N-DCAN(mainly)
N
Cl
ClDichloroacetonitrile
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15N-TCNM and 15N-DCAN
Compounds Dosage (mmol/L) 15N-TCNM percentage in total TCNM
15N-DCAN percentage in total DCAN
NH2Cl Org-N
Tyrosine 6 0.2 96.8 89.5Asparagine 6 0.2 97.0 92.4
Aspartic acid 6 0.2 22.8 71.7
Glycine 15 0.5 7.7 0
Glycylglycine 15 0.5 62.8 0
Pyrrole 15 0.5 92.9 31.2Methylpyrrole 15 0.5 96.3 88.2
NH
pyrroleNH
methylpyrrole
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40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400
200000
400000
600000
800000
1000000
1200000
1400000
1600000
1800000
2000000
2200000
2400000
2600000
2800000
m/z-->
Abundance
Scan 1130 (13.730 min): ZD011.D\data.ms35.2 116.1
151.1
187.0
82.2 340.9269.0234.9 307.0210.9
40 60 80 100 120 140 160 180 200 220 240 260 280 300 320 3400
200000
400000
600000
800000
1000000
1200000
1400000
1600000
1800000
2000000
2200000
2400000
2600000
2800000
m/z-->
Abundance
Scan 1130 (13.730 min): ZD010.D\data.ms35.2 117.1
152.1
188.0
85.1 342.9270.9237.0 305.0212.0
aspargine+14NH2Cl
aspargine+15NH2Cl
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tyrosineN14 #1207 RT: 21.94 AV: 1 SB: 12 21.76-21.94 NL: 1.44E5T: + c Full ms [ 40.00-500.00]
40 60 80 100 120 140 160 180 200m/z
0
10
20
30
40
50
60
70
80
90
100
Relative
Abunda
nce
133
78 132
10677
105104
44 1079051 76
tyrosineN15 #1207 RT: 21.94 AV: 1 SB: 5 21.79-21.86 NL: 1.74E5T: + c Full ms [ 40.00-500.00]
40 60 80 100 120 140 160 180 200m/z
0
10
20
30
40
50
60
70
80
90
100
Relativ
e Abun
dance
134
10678 133
10577
76 10790 104 13551 79
tyrosine+14NH2Cl
tyrosine+15NH2Cl
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CH2R CH
COO-
NH2 CH2R CH
COO-
N
H
Cl
CO2Cl-
CH2R CH NHH2O
NH3CH2R CH
O
NH2Cl
CH2R CH 15N Cl
215NH2Cl
215NH3
CH2R CH
COO-
NCl
15NH2Cl 15NH3
CO2Cl-
CH2R CH N Cl
CH2R CH N ClHCl
CH2R C N
Cl
Cl
CH C (DCAN)
HOCl NH2Cl H2O
N Cl
Cl OH
HCl
R CH CH N
Cl
OH
HOClR CH CH N
Cl
OH
HOCl
H2O
ClOH
R CH C N
OH
Cl
Cl
Cl OHRCHO
ClN
OH
C
Cl
Cl
HNO2C
Cl
Cl
Cl
(TCNM)
CH2R CH
Cl
H2O
N
Yang X., Shen Q.Q et al (2012) Chemosphere, 88, 25-32.
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Dichloroacetonitrile (DCAN)
Without preozonation
With preozonation
Yang X et al (2012) Environmental Science & Technology, 46, 12832.
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15N-DCAN vs. DOC/DON
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Trichloronitromethane (TCNM)
Without preozonationWith preozonation
Yang X et al (2012) Environmental Science & Technology, 46, 12832.
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DBP Control Techniques
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COAGULATION
SEPARATION
FILTRATION
2
1 3
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Common Ozone Byproducts
O
CHH
O
CHH3C
Mono-aldehydes
CC
H
O O
H
CC
H3C
O O
HDi-aldehydes
CC
H3C
O O
OHCC
H
O O
OH
Keto-acidsor
Aldo-acids
67Yang et al., 2012, Journal of Hazardous Materials, 239-240, 348-354.
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Ozone dose
Ozone preoxidation
O3 preoxidation generally enhanced TCNM formation during subsequent chlorination.
MuCurry... Environ. Sci. Technol., 2016, 50, 1209.
Primary and secondary amines were the dominant TCNM precursors.
TCNM
n Safe drinking water is a basic need, and its provision has been a top-priority issue worldwide.
n The main challenge to the drinking water industry is to deliver a product that is microbiologically and chemically safe as well as aesthetically pleasing.
Liu... Environ. Sci. Technol., 2016, 50, 8945.
Conclusions
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Chlorine; Chloramine; Chlorine dioxide; UV; Ozone
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For your references
n http://www.worldwater.org/n http://www.who.int/water_sanitation_health/n http://www.epa.gov/safewater/
Email: [email protected]
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