understanding cathodic protection and its applications · 2017-05-25 · stray dc current...
TRANSCRIPT
Jeff Schramuk NACE CP Specialist #7695
5/25/2017
www.cpsolutionsinc.net 1
1
UnderstandingCathodicProtectionand
ItsApplications
JeffSchramukNACECPSpecialist#7695
630‐235‐1559www.cpsolutionsinc.net
IEEE‐IAS/IESDinnerPresentation:5/24/2017
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1. CorrosionProblemsFacingWaterUtilities
2. AssetManagement
3. CorrosionChemistrywithSpecificExamples
4. PipeMaterialsandCoatings
5. BasicCathodicProtection
6. CPforExistingWMsusinganAnodeRetrofitProgram
7. CathodicProtectionforNewWaterMains
8. CathodicProtectionPerformanceVerification
9. StrayDCCurrentInterference
TopicstobeCovered
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Section1
CorrosionProblemsFacingWaterUtilities
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What’stheRestofthe(Unexcavated)PipeLookLike?
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StateoftheWaterIndustryReport– Year2016
TheTop3IssuesFacingtheWaterIndustrybyAllRespondents
1. Renewal & replacement ofaging water and wastewaterinfrastructure.
2. Financingforcapitalimprovements.3. Publicunderstandingofthevalueofwatersystemsand
services.
Source: “2016 State of the Water Industry: The Cornerstone Needs Support”, Journal AWWA, 108:7, Jul-2016, pp. 63-73.
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Whatistheleadingcauseofmanywatermainbreaks?
Corrosion!
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WhatAre theConsequencesofPipelineFailures?
Water Main BreaksEnergy Pipeline “Incidents”
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Section2
AssetManagement
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“Awaterutility’sassetmanagementplanisanoptimizationprocessthatattemptstomeetthecompeting
objectivesofcostminimizationandreliabilitymaximization.”
Source: Rubin, S.J., A Call for Reliability Standards, Journal AWWA, (Jan-2011)
AssetManagement:AReal‐WorldDefinition
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Risk=(LikelihoodofFailure)x(ConsequenceofFailure)
EvaluatingFailureRisk:Probabilityvs.Consequences
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Section3
CorrosionChemistrywith
SpecificExamples
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Practical
Definition
Scientific
Definition
TheTendencyofaMetaltoReverttoitsNativeState
ElectrochemicalDegradationofMetalasaResultofaReactionwithitsEnvironment
Corrosion:PracticalandScientificDefinitions
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Anode– Ametalelectrodeincontactwiththeelectrolytewhichcorrodes.Cathode ‐ Ametalelectrodeincontactwiththeelectrolytewhichisprotectedagainstcorrosion.Electrolyte – Asolutionorconductingmediumsuchassoil,waterorconcretewhichcontainsoxygenanddissolvedchemicals.MetalPath– Anexternalcircuitthatconnectstheanodeandthecathode.
FourComponentsofaBasicCorrosionCell
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Anodic Area(Metal Loss)
DC Current
Cathodic Area
(Protected)
Anodes&CathodesonaBuriedMetallicPipe
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ComponentsofaFamiliarCorrosionCell
CARBONROD(Cathode)
ZINCCASE(Anode)
NH4 andCl‐ Paste(Electrolyte)
WIRE(MetallicPath)
Whyistheopen‐circuitvoltageofacommon
flashlightbattery1.5volts?
I
I
I
I
I
e-
Material Potential*PureMagnesium ‐1.75MagnesiumAlloy ‐1.60
Zinc ‐1.10AluminumAlloy ‐1.00MildSteel(New) ‐0.70MildSteel(Old) ‐0.50Cast/DuctileIron ‐0.50StainlessSteel ‐0.50to+0.10
Copper,Brass,Bronze ‐0.20Gold 0.20
Carbon,Graphite,Coke 0.40*MeasuredinVoltsversusaCu‐CuSO4ReferenceElectrode
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Les
sA
ctiv
e M
ore
PracticalGalvanicSeries
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GalvanicCorrosionatBi‐MetallicPipeConnection
Photo Credit: Drinking Water Services, City of Ottawa, Canada
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New Pipe (anode) Old Pipe (cathode)
Old‐NewPipeConnectionCorrosionCell
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CorrosionCausedbyDissimilarSurfaceConditions
Scratches (anode) Threaded Coupling (anode)
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Concrete Encased Steel (less active cathode)
Steel in Soil (more active anode)
Similar Phenomenon: Guy Anchor Rod Corrosion for a Communications Tower
GalvanicCell– SameMetalsinaNon‐UniformElectrolyte
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GalvanicCell– SameMetalsinaNon‐UniformElectrolyte
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Attheanode:2Fe 2Fe+2+4e‐
Atthecathode:O2+2H2O+4e‐ 4OH‐
Undisturbed Native Soil
O2
Trench Backfill
Undisturbed Native Soil
Trench Backfill
DC Current
Pipe bottom is usually most corrosive zone!
SpecificTypesofCorrosion– DifferentialOxygen
24
Cathodic Zone
Anodic Zone
DifferentialOxygenCorrosion:ASpecificExample
Photos courtesy of CP Solutions, Inc.
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SpecificTypesofCorrosion‐ Pitting
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PittingCorrosion:DuctileIron
Photo Credit: CP Solutions, Inc.
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PittingCorrosion:CarbonSteel
Photos courtesy of CP Solutions, Inc.
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SelectiveMetalCorrosion‐ CastIronGraphitization
Photos courtesy of CP Solutions, Inc.
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Section4
PipeMaterialsandCoatings
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Ifwaterandoxygencannotreachthemetalsurface,will
corrosionbestopped?
BasicElectrochemistry– CombinedReactions
Attheanode: 2Fe 2Fe+2+4e‐ (ironoxidation‐corrosion)
Atthecathode: O2+2H2O+4e‐ 4OH‐ (reductionofoxygen)
CombinedReaction(electrochemicaldissolutionofiron)
2Fe+O2+2H2O 2Fe+2+4OH‐
ConvertFerrousIrontoFerricIron(Rust istheResult)
2Fe+2+3OH‐ Fe2(OH)3
Note:Theelectronsjustfacilitatethereaction!
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EliminatingtheCorrosionCell
Ste
el
at -
600
mV
Cop
per
at -
200
mV
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PrestressedConcreteCylinderPipe– CylinderForming
Photo Credits: Forterra, Inc.
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PrestressedConcreteCylinderPipe‐ WireWrapping
Photo Credits: Forterra, Inc.
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PrestressedConcreteCylinderPipe– ConcreteJacket
Photo Credits: Forterra, Inc.
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MortarIntegrityonReinforcedConcretePipe
…but is there latent damage?
New installation looks good…
Photo Credits: CP Solutions, Inc.
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PrestressedConcreteCylinderPipe– CorrosionFailures
Photo Credits: CP Solutions, Inc.
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CoatedSteelPipe‐ Factory‐AppliedCoatingSystems
AWWA Standard C‐222 Polyurethane
Photo Credits: Northwest Pipe
AWWA C‐214 Standard Tape Wrap
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LargeDiameterCoatedSteelPipe– InstallationPhotos
Photo Credits: CP Solutions, Inc.
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CoatingIntegrityonCoatedSteelPipe
…but is there latent damage?New installation looks good…
Photo Credits: CP Solutions, Inc.
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Will my pipe coating resist damage from third‐party “hits” after burial?
ConsiderLongTermPipeCoatingDamage
Photo Credits: CP Solutions, Inc.
Does it adequately resist soil stress?
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PipeCoating/TapeWrapping– Long‐TermEffectiveness
Photo Credits: CP Solutions, Inc.
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Pit‐CastIronWaterPipe(Circa1915)
Left Photo Credit: CP Solutions, Inc.
Right Photo Credit: Ductile Iron Pipe Research Association
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DuctileIronWaterPipe(Contemporary)
3/8” thick (Pressure Class 150)
Photo Credit: CP Solutions, Inc.
Photo Credit: Ductile Iron Pipe Research Association
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Poly‐WrapIntegrityonDuctileIronPipe
Photo courtesy of CP Solutions, Inc.…but is there latent damage?
New installation looks good…
Jeff Schramuk NACE CP Specialist #7695
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DIPAsphaltCoating– ATrueCorrosionBarrier?
Photo Credits: CP Solutions, Inc.
Close‐up of abraded 1‐mil asphalt coating
Sticky label pulls off coating
Rip and tears in the poly wrapping leave the pipe exposed
Oxygen and water can travel
beneath the poly wrapping
Loose Polyethylene
Wrapping
Ductile Iron Pipe
Soil Contaminants
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Haveyouevertriedtotrackdownajointleakwithinapoly‐wrappedwaterline?
LoosePolyWrapping– AnEffectiveCorrosionBarrier?
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Section5
BasicCathodicProtection
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BasicCorrosion:CorrosionoccurswhereDCcurrent
discharges fromthemetaltotheelectrolyte.
CPObjective:Toallowyourstructuretoreceive DCcurrent
(becathodic)fromanexpendableanodeplacedinthesoil.
HowCathodicProtectionWorks
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Material Potential*PureMagnesium ‐1.75MagnesiumAlloy ‐1.60
Zinc ‐1.10AluminumAlloy ‐1.00MildSteel(New) ‐0.70MildSteel(Old) ‐0.50Cast/DuctileIron ‐0.50StainlessSteel ‐0.50to+0.10
Copper,Brass,Bronze ‐0.20Gold 0.20
Carbon,Graphite,Coke 0.40*MeasuredinVoltsversusaCu‐CuSO4ReferenceElectrode
49
Les
sA
ctiv
e M
ore
PracticalGalvanicSeries
50
Cop
per
-20
0mV
Ste
el
-600
mV
Mag
nesi
um
-1.7
V
1. Anode
2. Cathode
3. Electrolyte
4. MetalPath
GalvanicCorrosion– NoCathodicProtectionBenefit
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Cat
hode
Cat
hode
Ano
de
1. Anode
2. Cathode
3. Electrolyte
4. MetalPath
GalvanicCorrosionMitigatedw/CathodicProtection
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TypicalHorizontalSacrificialAnodeInstallation
Sacrificial Anode
Coating Defect
Connection to Pipe
Grade
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RectifiedAnodeCathodicProtectionSchematic
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DCcurrentisobtainedfrommorenoble(inert)metalanodespowered
byatransformer/rectifier
RectifiedAnodeCathodicProtectiononaPipeline
Photo Credits: CP Solutions, Inc.
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15’SVAC– OpenFlightAugurInstallation
25’SVAC‐ HollowStemAugurInstallation
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100’DVAC‐ RotaryMudDrillInstallation
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Section6
CathodicProtectionforExistingWaterMains
usinganAnodeRetrofitProgram
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AnodeRetrofitProgram(ARP)‐ Amethodtoinstallsacrificialanodestoburiedwatermains.
Since2003– Louisville(KY)WaterCompany
Since2004– DesMoines(IA)WaterWorks
Since1980’s– ManyOntario(Canada)WaterUtilities
MoreRecently– SeveralCaliforniaWaterUtilities
AnodeRetrofitPrograms– AnOverview
AnodeRetrofitProgram‐ Purpose
Reduce theNumberofBrokenWaterMains
ExtendServiceLifeofWaterMains
ReduceOperatingCostsofWaterMains
Photo Credits: CP Solutions, Inc.
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DMWW’sLong‐TermMainBreakData(1992‐2015)
0
100
200
300
400
500
600
700
1992 1996 2000 2004 2008 2012 2016 2020 2024 2028
Num
ber
of A
nnua
l Mai
n B
reak
s
Data courtesy of Des Moines Water Works – Des Moines, IA
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DMWW’sMainBreakRepairCosts(2001‐2015…)
$2,500
$3,500
$4,500
$5,500
$6,500
$7,500
$8,500
$9,500
$10,500
2000 2005 2010 2015 2020
Rep
air
Cos
t/M
ain
Bre
ak
Repair costs have increased >2.5 times since the year 2000
Data courtesy of Des Moines Water Works – Des Moines, IA
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TypicalAnodeRetrofitInstallationMethod
KeyholetoPipe&WireConnection
Exothermic Welding Tool Down the Hole
Testing the Wire Connection
Photo Credits: CP Solutions, Inc.
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Alternative(Non‐Keyhole)InstallationMethods
Photo Credits: CP Solutions, Inc.
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Howdoesoneverifythattheanodesareworkingandcanonemakeanestimateoftheanodes’effective
servicelife?
TechnicalEvaluationoftheDMMW’sARP
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EvaluatingtheEffectivenessoftheCPInstallation
Measuring CP Effectiveness at Buffalo Box Test StationTest Station between Sidewalk and Curb
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DoesthedatashowthatretrofittingCPanodesonwatermainsactuallyreducesthemainbreakrates?
MainBreakReductionEvaluationoftheDMMW’sARP
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0
1
2
3
4
5
2000 2005 2010 2015
Ann
ual M
ain
Bre
aks
Example:MainBreakson2007AnodeRetrofitProject
Data courtesy of Des Moines Water Works – Des Moines, IA
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EconomicEvaluationoftheDMMW’sARP
ButdoestheeconomicdatashowthatretrofittingCPanodesonwatermainsisactuallycost‐effective?
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DMWWAnodeRetrofitProgram:2004‐2011Summary
ARPinstalledon~82,000feetof6”‐ 16”castironmains
ARPcostsare$9to$15/ft.pipe
ARPcost~10‐15%ofbreakrepairs/pipereplacement
ARPresultedinaveragereductionof85%inmainbreaks
ARPaddsa~25‐yearservicelifeextensiontowatermains
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Section7
CathodicProtectionfor
NewLargeDiameter(>16”)WaterFeederMains
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CorrosionControlCriteria:NewWaterMains
A water utility must consider corrosion protection as part
of its design analysis for the following types of pipe
materials used for new water mains:
PrestressedConcreteCylinderPipe(AWWAC301)
DuctileIronPipe(AWWAC110)
WeldedSteelPipe(AWWAC200)
CathodicProtectionSystem– KeystoSuccess
1. Integrityofthepipe’scoating/wrappingsystem
2. Pipeiselectricallyisolatedfromforeignstructures
3. Pipemustbeanelectricallycontinuousstructure
4. Pipeconnectionsmustbeelectricallysecure
5. Installaccessibletestpointstoverifyeffectiveness
6. Installanodessimultaneouslywiththepipe
7474
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FlangeIsolationKitComponents
FIK components should always meet NSF‐61 requirements
Photos courtesy of Garlock Pipeline Technologies, Inc. –Wheat Ridge, CO
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IsolationCorporationStop
Photo courtesy of James Jones Company – Decatur, IL
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Photo Credit: CP Solutions, Inc.
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PipeSleeveIsolationSpacers
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Photo Credits: CP Solutions, Inc. (left) and Des Moines Water Works (right)
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CasingSleeve– TypicalPipeEndSeals
Link-Style End Seal Boot-Style End Seal
A suitable end seal prevents pipe-to-casing contact and also keeps soil/water
from entering into the casing annulus!
Photo Credits: CP Solutions, Inc.
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WallPenetrationsonPipeWithCathodicProtection
GoodJob!
Pipeweldedtorebarof
concretewall!
Link-Style End Seal
Thru-Wall Pipe w/Anchor No isolation of pipe-rebar
Photo Credits: CP Solutions, Inc.
ContinuityBondsatMechanicalPipeJoints
80
Ductile Iron Pipe w/Mechanical Joints Steel Pipe w/Rubber Gasketed Joints
80
Photo Credits: CP Solutions, Inc.
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ExothermicWeldsandConnectionDevices
Proper surface preparation will
allow good weldsPhoto Credits: CP Solutions, Inc.
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ProperCoatingofExothermicWeldsConnections
Raw Connections before Coating
Finished Connections Ready to Backfill
Restorepolywrapoverteststationwires
Photo Credits: CP Solutions, Inc.
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ASuitablePost‐TypeCPTestStationInstallation
Shown w/cap removed
Good Job!
84
Concrete pad is optional per owner
Terminal board is mounted to PE Pipe
Crushed gravel provides drainage
Good Job!
SuitableFlush‐TypeCPTestStationInstallation
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AnodesInstalledinanOpenPipeTrench
85Photo Credits: CP Solutions, Inc.
86
AnodeTestStation– SectionView
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Section8
CathodicProtectionPerformanceVerification
88
.900 V
+
PRC in soil directly above pipe
-
Secure electrical contact to pipe
Area of Pipe “Measured”
Structure‐to‐SoilPotentialw/PortableReferenceCell
S/S potential measurement is the DC voltage difference between the PRC and the buried structure’s surface
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VM (‐) connected to second pipe test wire
VM (+) connected toPortable Reference Electrode
Voltmeter set on DC VoltsBlue = Pipe Wire (1 of 2)
Red = Anode Wire
CPPerformanceValidation– S/SPotentialData
Photo Credits: CP Solutions, Inc.
Voltmeter set on DC millivolts
VM (+) & (‐) connected across
calibrated wire shunt
0.8 mV is equivalent to 80 milliamps
CPPerformanceValidation– AnodeCurrentOutputData
Photo Credits: CP Solutions, Inc.
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Corrosionisthedegradationofamaterialduetoareactionwithitsenvironment
CPisachievedwhenthecathodicsitesarepolarizedintheelectronegativedirectiontothepotentialofthemostanodicsites.
Onlypracticalmethodtodeterminethisisbymeasuringstructure‐to‐soilpotentialdatausingastandardreferenceelectrode.
The“True”CathodicProtectionCriterion
92
-0.50 -0.60 -0.65 -0.60 -0.70 -0.58
-0.58 -0.60 -0.65 -0.60 -0.70 -0.58
-0.60 -0.60 -0.65 -0.60 -0.70 -0.60
-0.65 -0.65 -0.65 -0.65 -0.70 -0.65
-0.70 -0.70 -0.70 -0.70 -0.70 -0.70
1:StaticPotentials
5:Allsitespolarized
POLARIZATION
Polarizationreducesthe∆Valongthestructure
2:Mostpositivesitespolarizefirst
3:Nextmostpositivesitespolarize
4:Lastmostpositivesitespolarize
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Increasedwatermainservicelife
Increasedlevelofreliablewaterservicetocustomers
Increasedhealthandsecurityofthemunicipalwatersupply
Summary:TheRealBenefitsofCorrosionMitigation
Cathodicprotection saves$5 to$10forevery$1
spentresultingin…
Water Main Life Extension of least 25 years at acost that is much less than…
Directcostsofpiperepairsand/orwatermainreplacement.
Indirectcostsresultingfromwaterloss/servicedisruptions.
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Section9
StrayDCCurrentInterference
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95
DCTransitSystemCausingElectrolyticCorrosion
96
EffectsofStrayDCCurrentfromDCTransitSystem
Unbonded Pipe Joints
Note Random Discharge
Anodic Areas
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97
StrayDCInterferencefromanRectified‐AnodeCPSystem
98
Corrosion Perforation
EffectsofForeignCPSystematPipeJoint
Note Bond Cable!
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ObservingandTestingforDCInterference
Observations:LookforchangesinS/Spotentialsalongthe
buriedstructureat
Discretetestpoints(discreteteststations)
Close‐intervalpotentialsurvey(CIPS)
Methodology
InterruptforeignallCPrectifiersandnoteS/Sduringboth
ONandOFFcycles
Recognition: AbnormalOperatingConditions
PositiveS/SshiftswiththeforeignrectifierONrequire
additionalinvestigation/mitigation99
100
JeffSchramukNACECPSpecialist#7695
630‐235‐1559www.cpsolutionsinc.net
DoYouHaveAnyQuestions?
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IEEE‐IAS/IESDinnerPresentation:5/24/2017