measuring corrosion and corrosion control (cc) on...

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1 Measuring Corrosion and Measuring Corrosion and Corrosion Control (CC) on Corrosion Control (CC) on W Pi M il W Pi M il Water Pipe Materials Water Pipe Materials Graham E.C. Bell, Ph.D., P.E. Graham E.C. Bell, Ph.D., P.E. Water/Wastewater Forum Water/Wastewater Forum Corrosion: Why Should I Be Concerned? Corrosion: Why Should I Be Concerned? Corrosion 2010/San Antonio Corrosion 2010/San Antonio CC in the Water Industry is Fundamentally CC in the Water Industry is Fundamentally Different from CC in Oil & Gas Different from CC in Oil & Gas Pipe Materials, Coatings and Linings Pipe Materials, Coatings and Linings CIP, DIP, Steel, and Reinforced/Pre CIP, DIP, Steel, and Reinforced/Pre-stressed/tension stressed/tension Concrete Concrete Mortar and Concrete Coatings and Linings Mortar and Concrete Coatings and Linings Push Push-on NOT Welded Joints on NOT Welded Joints Lack of Regulatory Requirement for Corrosion Lack of Regulatory Requirement for Corrosion Control and Monitoring. Control and Monitoring. Cathodic Protection is the last resort of a desperate water Cathodic Protection is the last resort of a desperate water corrosion engineer. corrosion engineer. Corrosion Control tends to be more passive and buried Corrosion Control tends to be more passive and buried with the asset. with the asset. Ferrous Pipe Materials Ferrous Pipe Materials Steel Pipe AWWA Steel Pipe AWWA C200 C200 Dielectric Coating Dielectric Coating AWWA C203 AWWA C203 AWWA C210 AWWA C210 AWWA C214 AWWA C214 AWWA C222 AWWA C222 Ductile Iron Pipe Ductile Iron Pipe AWWA C151 AWWA C151 AWWA C105 AWWA C105

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Measuring Corrosion and Measuring Corrosion and Corrosion Control (CC) on Corrosion Control (CC) on

W Pi M i lW Pi M i lWater Pipe MaterialsWater Pipe Materials

Graham E.C. Bell, Ph.D., P.E.Graham E.C. Bell, Ph.D., P.E.

Water/Wastewater ForumWater/Wastewater ForumCorrosion: Why Should I Be Concerned?Corrosion: Why Should I Be Concerned?

Corrosion 2010/San AntonioCorrosion 2010/San Antonio

CC in the Water Industry is Fundamentally CC in the Water Industry is Fundamentally Different from CC in Oil & Gas Different from CC in Oil & Gas

Pipe Materials, Coatings and LiningsPipe Materials, Coatings and Linings CIP, DIP, Steel, and Reinforced/PreCIP, DIP, Steel, and Reinforced/Pre--stressed/tension stressed/tension

ConcreteConcrete Mortar and Concrete Coatings and LiningsMortar and Concrete Coatings and Liningsg gg g PushPush--on NOT Welded Jointson NOT Welded Joints

Lack of Regulatory Requirement for Corrosion Lack of Regulatory Requirement for Corrosion Control and Monitoring.Control and Monitoring. Cathodic Protection is the last resort of a desperate water Cathodic Protection is the last resort of a desperate water

corrosion engineer.corrosion engineer. Corrosion Control tends to be more passive and buried Corrosion Control tends to be more passive and buried

with the asset.with the asset.

Ferrous Pipe MaterialsFerrous Pipe Materials Steel Pipe AWWA Steel Pipe AWWA

C200C200 Dielectric CoatingDielectric Coating

AWWA C203AWWA C203 AWWA C210AWWA C210 AWWA C214AWWA C214 AWWA C222AWWA C222

Ductile Iron Pipe Ductile Iron Pipe AWWA C151AWWA C151 AWWA C105AWWA C105

2

Mortar/Concrete Encased SteelMortar/Concrete Encased Steel Mortar Coated Steel Mortar Coated Steel

Pipe Pipe AWWA AWWA

C200+C205C200+C205

Concrete PipeConcrete Pipe AWWA C300AWWA C300 AWWA C301AWWA C301 AWWA C302AWWA C302 AWWA C303AWWA C303

Focus on Corrosion MonitoringFocus on Corrosion Monitoring

Oil & Gas Corrosion Monitoring Focuses on Oil & Gas Corrosion Monitoring Focuses on Adequacy of Cathodic Protection for Adequacy of Cathodic Protection for Compliance.Compliance.

Water Industry focuses on asset preservation Water Industry focuses on asset preservation Water Industry focuses on asset preservation Water Industry focuses on asset preservation and capital conservationand capital conservation

Measuring Measuring --850 is not sufficient 850 is not sufficient in the Water Industryin the Water Industry

Regulatory Compliance monitoring is Regulatory Compliance monitoring is fundamentally different.fundamentally different.

NACE standards focus on measurement of NACE standards focus on measurement of pipe or structure to electrolyte potential pipe or structure to electrolyte potential pipe or structure to electrolyte potential pipe or structure to electrolyte potential measurements (SPmeasurements (SP--0169).0169).

Asset Preservation and Capital Conservation Asset Preservation and Capital Conservation Requires Requires measuringmeasuring corrosion damage or corrosion damage or corrosion rate.corrosion rate.

Fundamentally, we need to measure Fundamentally, we need to measure corrosion current (corrosion current (iicorrcorr) or mils lost.) or mils lost.

3

Use of CP with Ferrous Water Use of CP with Ferrous Water Pipe Materials is SpottyPipe Materials is Spotty

More common on NEW large diameter steel More common on NEW large diameter steel transmission pipelines with dielectric coatings.transmission pipelines with dielectric coatings.

Retrofitting of existing ferrous pipelines occurs Retrofitting of existing ferrous pipelines occurs when leak rates become unacceptable.when leak rates become unacceptable.pp

CP of DIP is a controversial subject.CP of DIP is a controversial subject. Most DIP is installed with out protectionMost DIP is installed with out protection Small percentage with polyethylene encasement Small percentage with polyethylene encasement

(PE)(PE) Even smaller percentage installed with PE and CP Even smaller percentage installed with PE and CP

or even just CP.or even just CP.

Methods for Measuring Methods for Measuring CorrosionCorrosion

SurrogatesSurrogates CouponsCoupons ProbesProbes

Electrical Resistance Electrical Resistance (ER)(ER)

Electrochemical Electrochemical TechniquesTechniques Linear PolarizationLinear Polarization Advanced Advanced

Electrochemical Electrochemical MethodsMethods

Principals of Operation for ER Principals of Operation for ER ProbesProbes

Thin cross section of Thin cross section of metal corrodes.metal corrodes.

As metal thins As metal thins uniformly resistance of uniformly resistance of uniformly, resistance of uniformly, resistance of the strip increases.the strip increases.

Changes in resistance Changes in resistance of strip record metal of strip record metal loss (corrosion damage)loss (corrosion damage)

Slope of line is the Slope of line is the corrosion rate.corrosion rate.

4

MEASUREREFERENCE

C

D

CORROSION ENVIRONMENTPROBE INTERNAL

EF

CHECK

WIRE LOOP ER PROBE SCHEMATICWIRE LOOP ER PROBE SCHEMATIC

A

B

ACDRIVE

B – C = MEASURE

C – D = REFERENCE

D – E = CHECK

Installation of ER ProbesInstallation of ER Probes

Field TestsField TestsCathodic Protection and ER Probes in Soil works!Cathodic Protection and ER Probes in Soil works!

SANTA MARGARITA PROBE TESTCORROSION LOSS

1.20

1.40

1.60

1.80

S (

mil

s)

CONNECT C.S. TO PIPE

0.00

0.20

0.40

0.60

0.80

1.00

0 200 400 600 800 1000 1200

TIME (DAYS)

CO

RR

OS

ION

LO

SS

CARBON STEEL

DUCTILE IRON

5

Continuing Field TestsContinuing Field TestsCR on DIP Probe w/o CP similar to Bare Steel with CPCR on DIP Probe w/o CP similar to Bare Steel with CP

SANTA MARGARITA PROBE TESTCORROSION RATE

5.0

6.0

7.0

PY

)

CONNECT C.S.TO PIPE

-1.0

0.0

1.0

2.0

3.0

4.0

0 200 400 600 800 1000 1200

TIME (DAYS)

CO

RR

OS

ION

RA

TE

(M

P

CARBON STEEL

DUCTILE IRON

Mortar or Concrete Coated SteelMortar or Concrete Coated Steel Commonly used in water industry.Commonly used in water industry. High pH environment High pH environment passivatespassivates and and

protects steel.protects steel. Typical Pipe to Soil PotentialsTypical Pipe to Soil Potentialsyp pyp p

Bare, Coated or Bare, Coated or depassivateddepassivated mortar coated steel mortar coated steel –– 400 to 400 to --700 700 mvmv vs. CSEvs. CSE

PassivatedPassivated Steel in high pH environmentSteel in high pH environment0 to 0 to --200 200 mvmv vs. CSEvs. CSE

Mortar Coated Steel tells you when it is in Mortar Coated Steel tells you when it is in trouble.trouble.

Change in Mortar Encased Steel Change in Mortar Encased Steel Potential with TimePotential with Time

PRE-STRESSING WIRE ER PROBE TEST

90.0

100.0

110.0

120.0

ION

S)

-300.0

-200.0

-100.0

SE

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

0

30

60

90

12

0

15

0

18

0

21

0

24

0

27

0

30

0

33

0

36

0

39

0

42

0

45

0

48

0

51

0

54

0

57

0

60

0

63

0

66

0

69

0

72

0

75

0

78

0

81

0

84

0

87

0

TIME IN DAYS

CK

-3 R

EA

DIN

G (

DIV

ISI

-800.0

-700.0

-600.0

-500.0

-400.0

PO

TE

NT

IAL

VS

. C

S

PROBE 1 CORROSION PROBE 2 CORROSION PROBE 1 POTENTIAL PROBE 2 POTENTIAL

6

How to Monitor Mortar or How to Monitor Mortar or Concrete Encased SteelConcrete Encased Steel

Make the pipeline intentionally electrically Make the pipeline intentionally electrically continuous so you can monitor it.continuous so you can monitor it.

Install Test Stations and Use themInstall Test Stations and Use them

Measure base line pipe Measure base line pipe to soil potentialsto soil potentials

L k f hL k f h Look for changesLook for changes

Don’t collect, file and Don’t collect, file and forget.forget.

Change in Mortar Encased Steel Change in Mortar Encased Steel Potential Tells You the Pipe Is Not Potential Tells You the Pipe Is Not

Happy!Happy!PRE-STRESSING WIRE ER PROBE TEST

90.0

100.0

110.0

120.0

ION

S)

-300.0

-200.0

-100.0

SE

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

80.0

0

30

60

90

12

0

15

0

18

0

21

0

24

0

27

0

30

0

33

0

36

0

39

0

42

0

45

0

48

0

51

0

54

0

57

0

60

0

63

0

66

0

69

0

72

0

75

0

78

0

81

0

84

0

87

0

TIME IN DAYS

CK

-3 R

EA

DIN

G (

DIV

ISI

-800.0

-700.0

-600.0

-500.0

-400.0

PO

TE

NT

IAL

VS

. C

S

PROBE 1 CORROSION PROBE 2 CORROSION PROBE 1 POTENTIAL PROBE 2 POTENTIAL

7

Early ECEarly EC--PCCP SectionPCCP Section1.5 m to 6.5 m diameter1.5 m to 6.5 m diameter

PrePre--Stressing Wire ER ProbeStressing Wire ER Probe

PrePre--stressing wire used as stressing wire used as probeprobe

InIn--situ presitu pre--stressingstressingcan be “wired” as acan be “wired” as aprobeprobe

Probe can be used as a Probe can be used as a “proxy” on mortar coated “proxy” on mortar coated jointsjoints

Need to provide mortar Need to provide mortar environment.environment.

PrePre--Stressing Wire ER Probe TestingStressing Wire ER Probe Testing

PRE-STRESSING WIRE ER PROBE TEST

70 0

80.0

90.0

100.0

110.0

120.0

IVIS

ION

S)

-300.0

-200.0

-100.0

S.

CS

E

0.0

10.0

20.0

30.0

40.0

50.0

60.0

70.0

0

30

60

90

12

0

15

0

18

0

21

0

24

0

27

0

30

0

33

0

36

0

39

0

42

0

45

0

48

0

51

0

54

0

57

0

60

0

63

0

66

0

69

0

72

0

75

0

78

0

81

0

84

0

87

0

TIME IN DAYS

CK

-3 R

EA

DIN

G (

D

-800.0

-700.0

-600.0

-500.0

-400.0

PO

TE

NT

IAL

VS

PROBE 1 CORROSION PROBE 2 CORROSION PROBE 1 POTENTIAL PROBE 2 POTENTIAL

8

Linear Polarization Resistance (LPR)Linear Polarization Resistance (LPR)

•• LPR LPR is a measurement technique that is a measurement technique that provides a direct electrochemical provides a direct electrochemical measurement of corrosion rate in a measurement of corrosion rate in a conductive conductive electrolyte (soil or water)electrolyte (soil or water)

h d f llh d f ll•• The measurement is made from two small The measurement is made from two small electrodes made from the material (metal or electrodes made from the material (metal or alloy) of interestalloy) of interest..

•• The determination of the corrosion rate is The determination of the corrosion rate is calculated from a series of electronic calculated from a series of electronic measurements measurements

The LPR Equivalent CircuitThe LPR Equivalent Circuit

RP RPRS

Electrode 1

Electrode 2

RRPP = Polarization Resistance= Polarization ResistanceRRss = Solution Resistance= Solution ResistanceCCdldl = Double Layer Capacitance= Double Layer Capacitance

Cdl Cdl

1

The “behavior” of a metal in an The “behavior” of a metal in an electrolyteelectrolyte

9

DIP + OX DIP + No OX DIP + BS

10,000

12,000

14,000

16,000

AN

CE

(o

hm

-cm

^2)

-1000

-900

-800

-700

EN

TIA

L (

mV

)

LPRLPR--Bare Carbon SteelBare Carbon Steel

0

2,000

4,000

6,000

8,000

0 10 20 30 40 50 60 70

DAYS

PO

LA

RIZ

AT

ION

RE

SIS

TA

-600

-500

-400

-300

-200

RE

FE

RE

NC

E P

OT

E

LPRReference Potential

10

4 000

5,000

6,000

7,000

AN

CE

(o

hm

-cm

^2)

-980

-960

-940

-920 EN

TIA

L (

mV

)

LPR LPR –– DIP No OXDIP No OX

0

1,000

2,000

3,000

4,000

0 10 20 30 40 50 60 70

DAYS

PO

LA

RIZ

AT

ION

RE

SIS

TA 920

-900

-880

-860

-840

RE

FE

RE

NC

E P

OT

E

LPR

Reference Potential

15,000

20,000

25,000

NC

E (

oh

m-c

m^

2)

-1000

-960

-920 NT

IAL

(m

V)

LPR LPR –– DIP + OXDIP + OX

0

5,000

10,000

15,000

0 10 20 30 40 50 60 70

DAYS

PO

LA

RIZ

AT

ION

RE

SIS

TA

N 920

-880

-840

-800

RE

FE

RE

NC

E P

OT

EN

LPR

Reference Potential

DIP + OX DIP + No OX DIP + BS

11

LPR on Coated SteelLPR on Coated Steel

250,000

300,000

350,000

CE

(o

hm

-cm

^2)

-970

-950

-930

TIA

L (

mV

)

0

50,000

100,000

150,000

200,000

0 5 10 15 20 25 30 35 40 45

DAYS

PO

LA

RIZ

AT

ION

RE

SIS

TA

N

-910

-890

-870

-850

-830

RE

FE

RE

NC

E P

OT

EN

T

LPR

Reference Potential

EIS EIS –– Coated 1010Coated 1010

EN Showing SCCEN Showing SCC

12

Other Possible Electrochemical Other Possible Electrochemical MeasurementsMeasurements

Electrochemical Impedance Spectroscopy Electrochemical Impedance Spectroscopy (EIS)(EIS)

Electrochemical Noise (EN)Electrochemical Noise (EN)E E Etc., etc., ….Etc., etc., ….

The point is that we can measure and The point is that we can measure and estimate corrosion rates on ferrous metals estimate corrosion rates on ferrous metals very well and relatively accurately using very well and relatively accurately using surrogates.surrogates.

Design and Long Term Current Design and Long Term Current Requirements for Water Pipe Requirements for Water Pipe

MaterialsMaterials

ConclusionsConclusions Motivation for Corrosion Control is Motivation for Corrosion Control is

Different in Water and Wastewater than it is Different in Water and Wastewater than it is in Oil & Gasin Oil & Gas

Asset Preservation requires measuring Asset Preservation requires measuring corrosion rates rather than assuring corrosion rates rather than assuring corrosion rates rather than assuring corrosion rates rather than assuring compliance.compliance.

We can measure corrosion rates using We can measure corrosion rates using surrogates.surrogates.

Data need to be turned into actionable Data need to be turned into actionable information. If you are not going to do information. If you are not going to do anything, remain ignorant.anything, remain ignorant.

13

Thank you for your timeThank you for your time

Q i ?Q i ?Questions?Questions?