chemistry of lead corrosion and release

32
Chemistry of Lead Corrosion and Release 1 Simoni Triantafyllidou US EPA Office of Research and Development (ORD) ORD/OW Small Drinking Water Systems Webinar: Lead and Copper February 23, 2021

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Page 1: Chemistry of Lead Corrosion and Release

Chemistry of Lead Corrosion and Release

1

Simoni TriantafyllidouUS EPA Office of Research and Development (ORD)

ORDOW Small Drinking Water Systems WebinarLead and Copper

February 23 2021

What we doORD provides the data tools and information that form the sound scientific foundation the Agency relies on to fulfill its mission to protect the environment and safeguard public health

ORD at a Glance

Center for Environmental Solutions amp Emergency Response (CESER) in CincinnatiWe conduct applied stakeholder-driven researchand provide technical support to help solve the Nationrsquos environmental challenges

2

Lead (Pb) SourcesFull Lead ServiceLine

Partial Lead Service Line

GooseneckLead

Partial withBrassPlastic

Clar

k et

al

2013

Tria

ntaf

yllid

ou e

t al

202

0

Iron

Lead-lined Iron Service

3

Lead Lining

Materials inventory is critical to understand where and what lead sources still exist

Pb Sources

Leaded Solder

lt05Pb

2 Pb

3 Pb

Leaded Brass Faucet

Selover 2005

dezinavlaG

4Diverse legacy leaded materials may undergo different corrosion reactions and impact

water quality differently

Corrosion is oxidation-reduction

OxidationLead metal losing electronsat anode

Pb harr Pb2+ + 2e-

Pb harr Pb4+ + 4e-

ReductionOxidant gainingelectronsat cathode

OCl- + H+ + 2e- harr Cl- + OH-

2OCl- + 2H+ + 4e-harr 2Cl- + 2OH-

Oxidant is dissolved oxygen free chlorine chloramine chlorine dioxide etc

There are two possible oxidation states for corroded lead Pb+2 and Pb+4

5

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 2: Chemistry of Lead Corrosion and Release

What we doORD provides the data tools and information that form the sound scientific foundation the Agency relies on to fulfill its mission to protect the environment and safeguard public health

ORD at a Glance

Center for Environmental Solutions amp Emergency Response (CESER) in CincinnatiWe conduct applied stakeholder-driven researchand provide technical support to help solve the Nationrsquos environmental challenges

2

Lead (Pb) SourcesFull Lead ServiceLine

Partial Lead Service Line

GooseneckLead

Partial withBrassPlastic

Clar

k et

al

2013

Tria

ntaf

yllid

ou e

t al

202

0

Iron

Lead-lined Iron Service

3

Lead Lining

Materials inventory is critical to understand where and what lead sources still exist

Pb Sources

Leaded Solder

lt05Pb

2 Pb

3 Pb

Leaded Brass Faucet

Selover 2005

dezinavlaG

4Diverse legacy leaded materials may undergo different corrosion reactions and impact

water quality differently

Corrosion is oxidation-reduction

OxidationLead metal losing electronsat anode

Pb harr Pb2+ + 2e-

Pb harr Pb4+ + 4e-

ReductionOxidant gainingelectronsat cathode

OCl- + H+ + 2e- harr Cl- + OH-

2OCl- + 2H+ + 4e-harr 2Cl- + 2OH-

Oxidant is dissolved oxygen free chlorine chloramine chlorine dioxide etc

There are two possible oxidation states for corroded lead Pb+2 and Pb+4

5

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 3: Chemistry of Lead Corrosion and Release

Lead (Pb) SourcesFull Lead ServiceLine

Partial Lead Service Line

GooseneckLead

Partial withBrassPlastic

Clar

k et

al

2013

Tria

ntaf

yllid

ou e

t al

202

0

Iron

Lead-lined Iron Service

3

Lead Lining

Materials inventory is critical to understand where and what lead sources still exist

Pb Sources

Leaded Solder

lt05Pb

2 Pb

3 Pb

Leaded Brass Faucet

Selover 2005

dezinavlaG

4Diverse legacy leaded materials may undergo different corrosion reactions and impact

water quality differently

Corrosion is oxidation-reduction

OxidationLead metal losing electronsat anode

Pb harr Pb2+ + 2e-

Pb harr Pb4+ + 4e-

ReductionOxidant gainingelectronsat cathode

OCl- + H+ + 2e- harr Cl- + OH-

2OCl- + 2H+ + 4e-harr 2Cl- + 2OH-

Oxidant is dissolved oxygen free chlorine chloramine chlorine dioxide etc

There are two possible oxidation states for corroded lead Pb+2 and Pb+4

5

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 4: Chemistry of Lead Corrosion and Release

Pb Sources

Leaded Solder

lt05Pb

2 Pb

3 Pb

Leaded Brass Faucet

Selover 2005

dezinavlaG

4Diverse legacy leaded materials may undergo different corrosion reactions and impact

water quality differently

Corrosion is oxidation-reduction

OxidationLead metal losing electronsat anode

Pb harr Pb2+ + 2e-

Pb harr Pb4+ + 4e-

ReductionOxidant gainingelectronsat cathode

OCl- + H+ + 2e- harr Cl- + OH-

2OCl- + 2H+ + 4e-harr 2Cl- + 2OH-

Oxidant is dissolved oxygen free chlorine chloramine chlorine dioxide etc

There are two possible oxidation states for corroded lead Pb+2 and Pb+4

5

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 5: Chemistry of Lead Corrosion and Release

Corrosion is oxidation-reduction

OxidationLead metal losing electronsat anode

Pb harr Pb2+ + 2e-

Pb harr Pb4+ + 4e-

ReductionOxidant gainingelectronsat cathode

OCl- + H+ + 2e- harr Cl- + OH-

2OCl- + 2H+ + 4e-harr 2Cl- + 2OH-

Oxidant is dissolved oxygen free chlorine chloramine chlorine dioxide etc

There are two possible oxidation states for corroded lead Pb+2 and Pb+4

5

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 6: Chemistry of Lead Corrosion and Release

Corrosion and scale formationCorrosion water Corroded lead ions

Pb(s)

OCl- OH-

2 e-

Pb+2 (or Pb+4)

2 e-Pb pipe

Scale Formation water

Pb amp other solidsPb pipe

Pb+2 Pb+4

harr harrIdealized scenario of scale solids

seta en tao hbs p dee ar st c o xia y hn x p oo o ob r hdar ty r +4)

c h o) ) )2 2 2 b(+ + +( ( ( P

b b bP P P

6

Tria

ntaf

yllid

ou e

t al

202

0

Solubility of the scale is critically important because it controls Pb release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 7: Chemistry of Lead Corrosion and Release

Scale can be very complex in practice

Variety of scale coatings on lead service lines analyzed at EPA

heterogeneous several layers amorphous many constituents

Al Mn Fe P and Ca-rich coatings may interfere with orthophosphate pH adjustment or other corrosion control treatment (CCT) 7

EPA ORDrsquos Advanced Materials and Solids Analysis Research Core 2021

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 8: Chemistry of Lead Corrosion and Release

Corrosion and metal release

bull Pure corrosion (ie electrochemical oxidation-reduction reactions) becomes less important when the surface becomes covered with scale

bull Metal solubility or destabilization of the scale at the water contact will be more important (if the scale is porous corrosion may still occur at the base of the scale)

bull Metal solubility varies by factor of 5 to 10 or more across drinking water systems

CCT includes control of pure corrosion and metal release from the pipe scale

8

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 9: Chemistry of Lead Corrosion and Release

Important factors affecting corrosion and metal release

9

bull pH and AlkalinityDissolved Inorganic Carbon

bull Type and Concentration of Oxidants (chlorine species dissolved oxygen etc)

bull

OxidationReduction Potential

bull Corrosion Inhibitors

Chloride and Sulfate

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 10: Chemistry of Lead Corrosion and Release

pH is master variable

-1

0

1

2

IMMUNE

H

0 2 4 6 8 10 12 14

E (V

OLT

S)

pH

Simplified Pourbaix diagram (E -pH Diagram)

Desirable pH-EH combinations allow passivation (ie formation of protective pipe scales)10

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 11: Chemistry of Lead Corrosion and Release

pH is master variable

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14

ndash8

ndash6

ndash4

ndash2

2

4

6

8

10

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -) C 23 --00 4

CO

( )b HP( O3Pb

(bP

Pb metal

-10

Illustrative modeling prediction example for assumedDIC = 18 mg CLPb = 0010 mgL

pH

Eh (v

olts

)

11

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 12: Chemistry of Lead Corrosion and Release

Dissolved Inorganic Carbon (DIC) and Total ALKalinity (TALK)

DIC = [CO32-] + [H2CO3

] + [HCO3- ]

TALK = 2 [CO32-] + [HCO3

-] + [OH-] - [H+]

bull To understand corrosion it is important to keep up with the carbonate systembull DIC and TALK have linear relationship but are not the same thing

mg CL Dissolved Inorganic Carbon (DIC)0 10 20 30 40 50

mg

CaCO

3L

Tota

l Alka

linity

0255075

100125150175

200225250

pH 60pH 70pH 80pH 90pH 100

12

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 13: Chemistry of Lead Corrosion and Release

Oxidants in drinking water

bullbullbullbullbullbullbull

Disinfection (Free chlorine Chloramine Chlorine dioxide)Pre-oxidation (O3 H2O2 ClO2 KMnO4)Oxidative metal removal (eg As Fe Mn)Ammonia removalAeration (corrosion control VOCRnH2S removal)Taste and odor controlDissolved oxygen

13

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 14: Chemistry of Lead Corrosion and Release

Oxidants in drinking water

Oxidation-Reduction Potential of several disinfectants in experiment

James et al 2004 (pH 7 10 mg CL 25degC)

Oxidant Dosage (mgL)0 2 4 6 8 10

E H (V

olts

vs S

HE)

03

04

05

06

07

08

09

10

11

MCA Electrode 1 MCA Electrode 2 KMnO4 Electrode 1 KMnO4 Electrode 2 ClO2 Electrode 1 ClO2 Electrode 2 DO Electrode 1 DO Electrode 2 Cl2 Electrode 1Cl2 Electrode 2

ClO2HOCldeg

DO

NH2ClKMnO4

14Different oxidants have different oxidizing power

Presenter
Presentation Notes
In disinfected waters donrsquot sweat the DO concentration13

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 15: Chemistry of Lead Corrosion and Release

ldquoClassicrdquo divalent Pb+2 solubility

pH6 7 8 9 10 11

1 mg CL 5 mg CL 10 mg CL 20 mg CL 35 mg CL 50 mg CL 75 mg CL100 mg CL

mg

PbL

001

01

1

10

100DIC

Illustrative modeling for an assumed range of DIC and pH

15

Optimum pHDIC rangefor lead service lines (LSLs)

bull High pH is needed to minimize Pb solubilitybull Optimum pHDIC range is very narrow

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 16: Chemistry of Lead Corrosion and Release

Lead ldquoCorrosion Inhibitorsrdquo

bull Phosphoric acidbull Alkalai-metal orthophosphatebull Zinc orthophosphatebull Blended orthopolyphosphatesbull Polyphosphatesbull Sodium Silicate

Polyphosphates are not corrosion inhibitors but rather sequestering agents

Efficiency depends on sufficient doseconcentration for the background pH and other reactive water quality constituents what if the dose is too low to actually work

16

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 17: Chemistry of Lead Corrosion and Release

Illustrative reactions of P in pipeOrthophosphate (Ortho-P)Precipitation (consumption of orthophosphate)3Pb+2 + 2PO4

-3 --gt Pb3(PO4)2 (solid)decreased Pb solubility

Polyphosphatesbull Partial Reversion (formation of orthophosphate)P3O10

-5 ---gt P2O7-3 + PO4

-3

polymer --gt monomers

bull Complexation (soluble complexes)3Pb+2 + P3O10

-5 --gt PbP3O10-2

increased Pb solubility

Conc

eptu

al re

actio

ns c

redi

t M

arc

Edw

ards

Conceptual simplified possible reactions Actual reactants and products may bedifferent Polyphosphates cannot be easily quantified 17

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 18: Chemistry of Lead Corrosion and Release

Ortho-P Treatment for Pb+2

Effectiveness Depends on Dose DIC pH and ldquoCleanlinessrdquo of Pipe Surface

mg PO4L00 10 20 30 40 50

mg

PbL

000

005

010

015

020

025

030

035

040pH = 70pH = 75pH = 80pH = 85

48 mg CL

48 mg CL

bull pH less critical at low DICbull pH less critical at high PO4bull Point of diminishing returns higher with high DIC

bull Faster Pb reduction at high PO4

Typical UK Dosages 4-6 mgL

Most public water systems with LSLs do not have CCT that minimizes Pb release 18

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 19: Chemistry of Lead Corrosion and Release

Ortho-P point of diminishing returns

bull Orthophosphate addition to where large increments result in small reductions in lead release

bull Key to cost-effective lead release control and exposure reductionbull Becomes the rdquomaintenancerdquo dosage unless the scale ldquoagesrdquobull Background constituents such as aluminum hardness ions iron manganese

and others interfere with optimum reduction of lead releasebull Varies with the background water chemistry from system to system

19

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 20: Chemistry of Lead Corrosion and Release

Chemical changes may reduce Pb+4 to Pb+2

4

Drop in oxidation-reduction otential (ORP) from treatment change or DS oxidant demand

Newark NJ C D

notng

hisaW

DIC = 18 mg CLPb = 0010 mgL

10

8

6

4

2

ndash2

ndash4

ndash6

ndash8

12

PbO2 (plattnerite)

Pb ++

s)(deg 3 2

O H)

-2C 2)b O 3

P ( 2 O -

00

) C 23 ( --

CO

)b HP( O3Pb

(bP

Pb metal

-10

p

Drop in pH at surface from treatment change chemical reactions

nitrification etc)stlov

h (

E

0 1 2 3 4 5 6 7 8 9 10 11 12 13

pH14

20

Disinfectant demand in distribution system (DS) must be controlled amp enough free chlorine consistently maintained throughout LSL area to keep protective Pb+4

corrosion scales in place

Presenter
Presentation Notes
Only very narrow pHDIC range that can control Pb(II) from LSL1313

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 21: Chemistry of Lead Corrosion and Release

Switching disinfectants may reduce Pb+4 to Pb+2

Low

Switch from chlorine to chloramine disinfectant dissolved lead from pipe scales during the Washington DC ldquolead-in-water crisisrdquo in 2001-2004

21

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 22: Chemistry of Lead Corrosion and Release

Chloride and sulfate

CSMR a factor controlling galvanic corrosion (Oliphant 1983 Gregory 1986)[Cl- ] 12 mgL Cl-

=[SO -2 2 = 06

4 ] 20 mgL SO-4

Chloride to Sulfate Mass Ratio (CSMR) =

bull Case studies of US water utilities(Dodrill and Edwards 1995 Edwards and Triantafyllidou 2007)- High CSMR gt 05-06 more lead leaching- Low CSMR lt 05-06 less lead leaching

bull Important in experiments with fresh galvanic Pb junctions (eg Wang etal 2013 Triantafyllidou et al 2011 Nguyen et al 2010 2011) and inexcavated galvanic Pb junction mineralogy (DeSantis et al 2019)

Tria

ntaf

yllid

ou e

t al

201

1

bull Contributed to the Flint water Pb crisis

(Pie

per e

t al

201

7)

22

Presenter
Presentation Notes
The Water chemistry can literally turn onoff galvanic corrosion English studies first introduced the Chloride to Sulfate Mass ration as a factor controlling galvanic corrosion Gregory developed the concept of chloride to sulfate mass ratio (termed CSMR henceforth in this work) to explain thIS depedency To illustrate for water containing 12 mgL Cl- and 20 mgL SO4-2 the resulting CSMR is 06

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 23: Chemistry of Lead Corrosion and Release

Chloride and sulfate

bull Increasing chloride and sulfate concentrations at a constant CSMR of 1 increased total lead concentrations in galvanic corrosion experiments (Ng amp Lin 2016)

bull Absolute concentrations of chloride and sulfate important chloride considered particularly detrimental to galvanic Pb corrosion

bull High CSMR ratio proven empirically important in aggravating galvanic lead corrosion (verified by experiments and modeling)

bull Water source or treatment changes that affect the CSMR must be evaluated prior to changebull Absolute concentrations also important particularly for chloride

23

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 24: Chemistry of Lead Corrosion and Release

More water parameters affect metal release

bull pH amp AlkalinityDICbull Concentration and type of oxidants

(disinfectants dissolved oxygen)bull ORPcorrosion potentialbull Corrosion Inhibitorsbull Chloridebull Sulfate

bull Manganesebull Iron (deposition and corrosion)bull Calciumbull Aluminumbull Natural organic material (NOM) (type

amount)bull Ammoniabull Hydrogen Sulfidebull Microbial activity (nitrification amp other)

CCT is intertwined with all treatments affecting water chemistry24

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 25: Chemistry of Lead Corrosion and Release

Corrosion barrier film hypothesis

M+

M+

M+

M+

Pipe Wall

Inert barrier film (eg CaCO3)

Barrier film would allow tobull Protect ALL pipe materialsbull Monitor corrosion based on one chemical reaction

Sche

mat

ic M

arc

Edw

ards

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven 25

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 26: Chemistry of Lead Corrosion and Release

In excavated pipe samples that the EPA analyzed

Pipe Wall

M+M+

M+

M+- Heterogeneous- Several layers- Pb amp non-Pb compounds- Amorphous amp crystalline

L1L2

L3

L1

L2

L3

L4

Barrier film is a complex scale that reacts with water constituents

26

Harmon et al 2021

Scale layer illustration for anLSL sample analyzed at ORD

Although barrier film would be convenient for important reasons the CaCO3 hypothesis has not been proven and scale is overall more complex

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 27: Chemistry of Lead Corrosion and Release

Are these ldquocorrosionrdquo indicesIndex Equation Range Water Condition

Langelier Saturation Index

LSI = pHactual - pHs LSIgt0

LSIlt0

bull Supersaturated tends to precipitate CaCO3bull Undersaturated tends to dissolve CaCO3

Ryznar Stability Index RSI = 2pHs-pHactual RSIgt6

RSIlt6

bull Undersaturated tends to dissolve CaCO3bull Supersaturated tends to precipitate CaCO3

Aggressive Index AI=pH+ log(AH) AIlt1010ltAIlt12AIgt12

bull Highly Aggressivebull Moderately Aggressivebull Non-aggressive

Larson Scold Index Ls=[Cl-+SO4-2] Alkalinity Lslt08

08ltLslt12

Lsgt12

bull Chloride amp Sulfate will not likely interfere with natural film formation

bull chloride amp sulfate may interfere with natural film formation

bull Tendency for higher localized corrosion rates

bull The LSI and subsequent variations predict CaCO3 scaling not corrosion or metal releasebull Calcium carbonate was not the active inhibition mechanism in the hundreds lead and

copper pipes analyzed by EPAbull When used outside their definitionlimitations these indices become unreliable

27

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 28: Chemistry of Lead Corrosion and Release

Summarybull Materials inventory is critical to know where and what lead sources still existbull To conceptually understand corrosion and lead release it is important to keep up with

pH the carbonate system (ie dissolved inorganic carbon and alkalinity) and disinfectants (ie oxidation-reduction potential)

bull There are many types of scale on lead pipe with different solubilitiesSolubility of Pb(+4) solids ltlt Solubility of Pb(+2) solidsbull Corrosion inhibitor efficiency depends on type and sufficient doseconcentration for

the background pH and other reactive water quality constituentsbull Lead service lines analyzed at EPA often have complex heterogeneous scales of

several layers with many constituent elements aside from lead and with formed solids that rarely contain CaCO3

bull Overall CCT is intertwined with all treatments affecting water chemistry and CaCO3saturation indices are not good lead corrosion predictors

28

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 29: Chemistry of Lead Corrosion and Release

Thanks to EPA ORDrsquos CESER Lead Team

Dan Williams Mike

DeSantisJennifer Tully

Mike Schock

DarrenLytle

Christy Muhlen

Casey Formal

Regan Murray

Steve Harmon

Jonathan Burkhardt

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 30: Chemistry of Lead Corrosion and Release

How we communicate our research amp technical supportRecent examples

Peer-review journal articlesOur journal articles now become freely accessible after about a year of publication in a journalbull Triantafyllidou S Burkhardt J Tully J Cahalan K DeSantis M Lytle D Schock M Variability and Sampling of Lead

(Pb) in Drinking Water Assessing Potential Human Exposure Depends on the Sampling Protocol Environment International 2020 httpsdoiorg101016jenvint2020106259 [JOURNAL OPEN ACCESS]

bull Doreacute E Lytle DA Wasserstrom L Swertfeger J Triantafyllidou S Field Analyzers for Lead Quantification in Drinking Water Samples Critical Reviews in Environmental Science and Technology 2020 httpsdoiorg1010801064338920201782654

bull Burkhardt J B Woo H Mason J Triantafyllidou S Schock M Lytle D Murray R A Framework for Modeling Lead in Premise Plumbing Systems using EPANET Journal of Water Resources Planning and Management 2020 httpsdoiorg101061(ASCE)WR1943-54520001304

bull DeSantis MK Schock M R Tully J Bennett-Stamper C Orthophosphate Interactions with Destabilized PbO2 Scales Environmental Science and Technology 2020 httpspubsacsorgdoiabs101021acsest0c03027

bull Lytle DA Schock M R Formal C Bennett-Stamper C Harmon S Nadagouda MN Williams D DeSantis M K Tully J Pham M Lead Particle Size Fractionation and Identification in Newark New Jerseyrsquos Drinking Water Environmental Science and Technology 2020 httpspubsacsorgdoi101021acsest0c03797

bull Tully J DeSantis M K Schock M R Water QualityndashPipe Deposit Relationships in Midwestern Lead Pipes AWWA Water Science 2019 1 (2) e1127 httpsdoiorg101002aws21127[JOURNAL OPEN ACCESS in March 2019] httpswwwncbinlmnihgovpmcarticlesPMC7336533

30

[EPA PUBLIC ACCESS in July 2020]

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 31: Chemistry of Lead Corrosion and Release

How we communicate our research amp technical support Recent examples

EPA Science Matters Newsletters (Freely accessible at httpswwwepagovsciencematters) bull Scaling Back EPA Researchers Help Communities Protect Drinking Water Systems from Lead April 8 2019bull Revealing the Complicated Nature of Tap Water Lead Contamination A Madison Wisconsin Case Study July 30 2018bull Identifying the Best Lead Sampling Techniques to Protect Public Health October 22 2018Fact Sheets (Freely accessible)bull How to Identify Lead Free Certification Marks for Drinking Water System and Plumbing Productsbull Consumer Tool for Identifying POU Drinking Water Filters Certified to Reduce Lead

Workshopsbull EPA 17th Small Drinking Water Systems Annual Workshop in Cincinnati September 1-3 2020 - Presentations Lead Particulate Release (Lytle) Practical Insights from Theoretical Lead Solubility Modeling (Wahman)- Break-out sessions and training sessions on corrosionTechnical Support Summaries including lead (Freely accessible)Technical Support Summary Water Infrastructure Division Fiscal Year 2019Webinarsbull ORDOW Small Systems Monthly Webinar Series

Lead Management in Homes and Buildings DeSantis Tully and Latham March 26 2019 31

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact
Page 32: Chemistry of Lead Corrosion and Release

Contact

Simoni Triantafyllidou PhDEnvironmental EngineerCenter for Environmental Solutions amp Emergency ResponseUS EPA Office of Research and DevelopmentTriantafyllidouSimoniepagov513-569-7075

32

Disclaimer The views expressed in this presentation are those of the author(s) and do not necessarily represent the views or policies of the US EPA Any mention of trade names or commercial products does not constitute EPA endorsement or recommendation for use

  • Chemistry of Lead Corrosion and Release
  • Slide Number 2
  • Slide Number 3
  • Slide Number 4
  • Slide Number 5
  • Corrosion and scale formation
  • Scale can be very complex in practice
  • Slide Number 8
  • Slide Number 9
  • pH is master variable
  • pH is master variable
  • Slide Number 12
  • Slide Number 13
  • Slide Number 14
  • ldquoClassicrdquo divalent Pb+2 solubility
  • Lead ldquoCorrosion Inhibitorsrdquo
  • Slide Number 17
  • Ortho-P Treatment for Pb+2
  • Ortho-P point of diminishing returns
  • Slide Number 20
  • Slide Number 21
  • Chloride and sulfate
  • Chloride and sulfate
  • More water parameters affect metal release
  • Corrosion barrier film hypothesis
  • In excavated pipe samples that the EPA analyzed
  • Are these ldquocorrosionrdquo indices
  • Summary
  • Slide Number 29
  • Slide Number 30
  • Slide Number 31
  • Contact