SlideShare une entreprise Scribd logo
1  sur  62
CORROSION
MECHANISM, TYPES & PREVENTION
HOW DOES IT HAPPEN?
IRON ORE → STEEL → RUST
• REACTIONS:
o Fe → Fe++ +2e- ANODE
o 2H+ +½O2 → H2O - 2e- CATHODE
o Fe + ½O2 + H2O → Fe(OH) 2
o IRON + WATER WITH OXYGEN → FERROUS HYDROXIDE
o Fe(OH) 2 + ½ H2O + ¼O2 → Fe(OH) 3
o IRON + WATER WITH OXYGEN → FERRIC HYDROXIDE
o SS (Cr: >11%) - O2 COMBINES WITH CHROMIUM & IRON TO FORM A HIGHLY
ADHERENT & PROTECTIVE OXIDE FILM.
CONCENTRATION
CELL CORROSION
• NONUNIFORMITY OF THE AQUEOUS ENVIRONMENTS AT A SURFACE IS CALLED
CONCENTRATION CELL CORROSION.
• CORROSION OCCURS WHEN THE ENVIRONMENT NEAR THE METAL SURFACE
DIFFERS FROM REGION TO REGION. THEY ARE CALLED ANODES & CATHODES
WITH RESPECT TO EACH OTHER.
• THESE REGIONS DIFFER IN ELECTROCHEMICAL POTENTIAL (ENERGY STORED IN
THE FORM OF CHEMICAL & ELECTRICAL POTENTIAL ENERGY)
• ANODIC AREAS LOSE METAL.
• SHIELDED AREAS ARE PARTICULARLY SUSCEPTIBLE TO ATTACK.
PROCESS
• STEPS INVOLVED IN THE PROCESS OF CORROSION:
o IONS ARE INVOVLED & THEY NEED MEDIUM TO MOVE (USUALLY WATER)
o OXYGEN, WHICH IS GENERALLY PRESENT IN WATER IS INVOLVED
o THE METAL GIVES UP ELECTRONS TO START THE PROCESS
o A NEW MATERIAL IS FORMED, WHICH MAY REACT AGAIN OR COULD
PROTECT THE BASE METAL
o DRIVING FORCE IS REQUIRED
• INTERFERENCE WITH ANY OF THE ABOVE MAY
INCREASE OR DECREASE THE RATE OF CORROSION.
HOW DOES IT LOOK?
TYPES OF CORROSION
• UNIFORM CORROSION
• LOCALIZED CORROSION
o CAVITATION DAMAGE – PITTING
o CREVICE
• UNDERDEPOSIT CORROSION
• GALVANIC CORROSION
• DEALLOYING CORROSION
• INTERGRANULAR CORROSION
• VELOCITY RELATED CORROSION
• CRACKING
• HIGH TEMPERATURE CORROSION
• MICROBIAL CORROSION
• TUBERCULATION
UNIFORM CORROSION
UNIFORM CORROSION
• ANODIC REACTION – OXIDATION:
o M → M+ + e-
• CATHODIC REACTION – REDUCTION:
o pH <7:
• 2H+ + 2e → H2 REDUCTION OF HYDROGEN IONS
o pH>7:
• O2 + 2H2O + 4e → 4OH- REDUCTION OF OXYGEN
• UNIFORM DISTRIBUTION OF CATHODIC REACTANTS
OVER THE ENTIRE EXPOSED METAL SURFACE MAKE IT
UNIFORM & THERE IS NO PREFERENTIAL SITE.
HOW DOES IT LOOK?
HOW DO I STOP THIS?
• UNIFORM CORROSION MAY BE REDUCED OR
ELIMINATED BY FOLLOWING:
o APPROPRIATE CHEMICAL TREATMENT OF WATER ( WITH CORROSION
INHIBITORS, DISPERSANTS & FILMERS)
o COATING METAL SURFACES WITH WATER IMPERMEABLE BARRIERS (SUCH AS
PAINT, EPOXIES, GREASE & OIL)
o SUBSTITUTING MORE RESISTING MATERIALS SUCH AS STAINLESS STEEL &
COPPER ALLOYS FOR LESS RESISTENT ALLOYS SUCH AS CARBON STEELS.
o DEAERATION (MECHANICAL, THERMAL, CHEMICAL & COMBINATION OF
THESE).
o CATHODIC PROTECTION (SACRIFICIAL ANODES)
o PREVENTING SURFACES FROM CONTACTING WATER.
FACTS
• MOST COMMONLY OBSERVED
• EASY TO MEASURE, PREDICT & DESIGN AGAINST THIS
TYPE OF CORROSION DAMAGE
• MEASUREMENT – COUPONS, NDT ETC.
• CAUTION – UNEXPECTED RAPID UNIFORM
CORROSION FAILURES:
o CONCENTRATION OF AGGRESSIVE ANIONS
o VARIABLE WATER CHEMISTRY
o INCREASED FLOW RATE
o CHEMICAL CHANGE IN ENVIRONMENT
LOCALIZED CORROSION:
CAVITATIONDAMAGE
LOCALIZED CORROSION:
CAVITATION DAMAGE
• INSTANTANEOUS FORMATION & COLLAPSE OF
VAPOR BUBBLES IN A LIQUID SUBJECT TO RAPID,
INTENSE LOCALIZED PRESSURE CHANGES.
• CAVITATION DAMAGE REFERS TO THE
DETERIORATION OF A MATERIAL RESULTING FROM ITS
EXPOSURE TO A CAVITATING FLUID.
HOW DOES IT HAPPEN?
FACTS
• CAVITATION DAMAGE RESULTS FROM
HYDRODYNAMIC FORCES CREATED BY COLLAPSING
VAPOR BUBBLES.
• IT GENERATES MICROSCOPIC TORPEDO OF WATER
AT VELOCITIES FROM 100 TO 500 m/s.
• ENERGY IS ABSORBED BY SURROUNDING FLUID. BUT
IF THIS OCCURS NEAR THE SURFACE, DAMAGE IS
CAUSED TO THE METAL OXIDE.
• WHEN THE METAL IS AFFECTED, CONTINUOUS
IMPACTS CAUSE RUPTURE OF METAL.
ALLUMINIUM FOIL EXPOSED TO A
CAVITATING FLUID FOR 5 SECONDS
ALLUMINIUM FOIL EXPOSED TO A
CAVITATING FLUID FOR 10 SECONDS
ALLUMINIUM FOIL EXPOSED TO A
CAVITATING FLUID FOR 20 SECONDS
LOCATIONS
• WHEREVER SUBSTATNTIAL PRESSURE CHANGES ARE
ENCOUNTERED.
• SHARP DISCONTINUITIES, SUDDEN ALTERATION OF
FLOW DIRECTION, CROSS SECTIONAL AREAS OF
FLOW PASSAGES ARE CHANGED.
• EXAMPLES:
o PUMP IMPELLERS
o VALVES
o DISCHARGE SIDE OF REGULATING VALVE
o TUBE ENDS IN HEAT EXCHANGERS
o CYLINDER LINERS IN DIESEL ENGINES
WHERE ELSE?
HOW DO I STOP THIS?
• ELIMINATION:
o CHANGE OF MATERIALS:
• COVERING OF WEAR RESISTANT & HARD FACING ALLOYS SUCH AS
STELLITE. CAN BE INCORPORATED IN SUSCEPTIBLE ZONES.
o USE OF COATINGS:
• FOR LOW CAVITATION INTENSITIES, COVERING OF RUBBER OR SOME
PLASTIC IS USEFUL.
o ALTERATION OF ENVIRONMENT:
• FOR LOW CAVITATION INTESITIES, APPROPRIATE INHIBITORS CAN BE
USEFUL.
o ALTERATION OF OPERATING PROCEDURES:
• MAINTAINING NPSH, REDUCING FLOW VELOCITY THROUGH A HEAT
EXCHANGER
• INJECTING AIR INTO CAVITATING SYSTEM, IF NOTHING WORKS
o REDESIGN OF EQUIPMENT:
CREVICE CORROSION
CREVICE CORROSION
• PRECONDITIONS:
o CREVICE MUST BE FILLED WITH WATER.
o SURFACES ADJACENT TO THE CREVICE MUST ALSO CONTACT WATER.
• STARTING OF CREVICE CORROSION:
o INITIALLY CORROSION IN OXYGENATED WATER OF NEAR NEUTRAL pH
OCCURES BY FOLLOWING REACTIONS:
o M → M+n + ne- ANODE
o O2 + 2H2O + 4e- → 4OH- CATHODE
HOW DOES IT START?
• MANY REACTION MAY
OCCURE NEAR CREVICE, BUT
MAIN REACTIONS ARE THOSE
WHICH ARE SHOWN IN
PREVIOUS SLIDE.
• EVENTUALLY OXYGEN
BECOMES DEPLETED IN THE
CREVICE.
• OXYGEN DIFFUSION INTO THE
CREVICE IS TOO SLOW TO
REPPLACE THE OXYGEN AS
FAST AS IT CONSUMED IN
CORROSION.
• AREA COMPARISON – CREVICE
MOUTH & INTERIOR
ITS HAPPENING!
• OXYGEN CONCENTRATION IS
CONSTANT BY WATER FLOW
OUTSIDE THE CREVICE.
• FORMATION OF DIFFERENTIAL
OXYGEN CONCENTRATION
CELL.
• OXYGENATED WATER ALLOWS
CATHODIC REACTION & IT
BECOMES CATHODIC & NO
METAL DISSOLVES OUTSIDE THE
CREVICE.
• INSIDE THE CREVICE ANODIC
REACTION CONTINUES.
• METAL IONS REACT WITH
WATER & FORM HYDROXIDES.
STILL HAPPENING!!
• THE METAL ION
CONCENTRATION INCREASES IN
THE CREVICE, RESULTING INTO
FORMATION OF NET POSITIVE
CHARGE IN THE CREVICE
ELECTROLYTE.
• THIS ATTRACTS THE NEGATIVELY
CHARGED IONS DISSOLVED IN
THE WATER. (CHLORIDE, SULFATE
& OTHER ANIONS)
• HYDROLYSIS PRODUCES ACIDS
IN THE CREVICE, ACCELERATING
THE ATTACK.
• pH CAN BECOME AS LOW AS 2.
M+Cl- + H2O → MOH ↓ + H+Cl-
M2
+SO4
- + 2H2O → 2MOH ↓ +
H2
+SO4
-
HAS IT FINISHED?
• CREVICE ENVIRONMENT
BECOMES MORE & MORE
ACIDIC.
• AREAS IMMEDIATELY
ADJACENT TO THE CREVICE
RECEIVE MORE & MORE
ELECTRONS FROM INSIDE THE
CRVICE.
• OH IONS ARE FORMED
OUTSIDE, LOCALLY
INCREASING pH &
DECREASING THE ATTACK
THERE.
• ACCELERATING CORROSION
IS REFERRED TO AS
AUTOCATALYTIC.
LOCATIONS
• CREVICE CORROSION OCCURS BETWEEN TWO
SURFACES IN CLOSE PROXIMITY, LIKE CRACK
COMPONENT LOCATION
HEAT EXCHANGERS
SHELL & TUBE -ROLLED ENDS AT TUBE SHEET
-OPEN WELDS AT TUBE SHEET
-BENEATH DEPOSITS
-WATER BOX GASKETS
-BOLT HOLES, NUTS & WASHER
-BAFFLE OPENING
PLATE & FRAME -BENEATH GASKETS
-PLATE CONTACT POINTS
-BENEATH DEPOSITS
COOLING TOWERS -THREADED PIPE JOINTS
-PARTIALLY EXFOLIATED
COATINGS
-BETWEEN BUSHING & SHAFTS
ON PUMPS
HOW DOES IT LOOK?
HOW DO I STOP THIS?
• FORMS OF PREVENTION:
o ELIMINATE THE CREVICE
o REMOVE ALL MOISTURE
o SEAL THE CREVICE
• SYSTEM SPECIFIC EFFECTIVE TECHNIQUE:
o DO NOT USE RIVETED JOINTS
o EMPLOY SOUND WELDING PRACTICE. POROSITY SHOULD BE MINIMIZED.
o ALLOW FOR DRAINAGE OF WATER.
o PAINT, GREASE, SOLDER OR SEAL OTHERWISE THE KNOWN CREVICES
BEFORE EXPOSURE TO WATER.
o AVOID USING HYDROCHLORIC ACID TO CLEAN STAINLESS SYSTEMS IF ANY
ALTERNATIVE IS POSSIBLE.
o WELD THE TUBE ENDS INTO TUBE SHEETS
o JUDICIOUS USE OF CHEMICAL INHIBITORS & CATHODIC PROTECTION.
o MAKE SURE ALL GASKETS ARE IN GOOD REPAIR & BOLTS ARE PROPERLY
TIGHTENED.
UNDERDEPOSIT
CORROSION
UNDERDEPOSIT
CORROSION
• COOLING WATER SYSTEM DEPOSITS ARE UBIQUITOUS.
• DEPOSITS CAN BE GENERATED INTERNALLY AS
PRECIPITATES, LAID DOWN AS TRANSPORTED
CORROSION PRODUCTS OR BROUGHT INTO THE
SYSTEM FROM EXTERNAL SOURCES.
• DEPOSITS CAUSE DIRECT & INDIRECT CORROSION:
o DIRECT: DEPOSITS CONTAIN CORROSIVE SUBSTANCES
o INDIRECT: SHIELDING OF SURFACES BELOW DEPOSITS PRODUCES INDIRECT
ATTACK; CORROSION OCCURS AS A CONSEQUENCES OF SURFACE
SHIELDING PROVIDED BY DEPOSIT.
• THESE ATTACKS MAY INVOLVE CONCENTRATION
CELL CORROSION, TENDANCY IS MORE IN INDIRECT
ATTACK.
HOW DOES IT HAPPEN?
• CONCENTRATION CELL
CORROSION
• CORROSION BENEATH
DEPOSITS CONSUME
OXYGEN.
• THE DEPOSIT RETARDS
OXYGEN DIFFUSION TO
REGIONS NEAR THE
CORRODING SURFACE
FORMING OXYGEN CELL.
HOW DOES IT HAPPEN?
• SEGREGATION OF AGGRESSIVE ANIONS BENEATH
DEPOSITS – CONCENTRATIONS OF SULFATES &
CHLORIDES ARE DELETERIOUS.
• DIFFERENTIAL AERATION & CONCENTRATION OF
AGGRESSIVE IONS BENEATH DEPOSITS - PRODUCE
SEVERE LOCALIZED DAMAGE ON STAINLESS STEEL &
OTHER METALS SUCH AS ALLUMINIUM, TITANIUM ETC.
• DIFFERENTIAL AERATION ALONE – NOT SUFFICIENT TO
INITIATE ATTACK ON STAINLESS STEEL.
HOW DOES IT LOOK?
HOW DOES IT LOOK?
HOW DOES IT LOOK?
LOCATIONS
• ATTACK ALWAYS OCCURS BENEATH A DEPOSIT.
• CAN BE FOUND IN VIRTUALLY ANY COOLING WATER
SYSTEM AT ANY LOCATION.
• SYSTEMS CONTAINING LARGE AMOUNTS OF SAND,
GREASE, OIL, BIOMASS, PRECIPITATES, TRANSPORTED
CORROSION PRODUCTS & OTHER DETRITUS ARE
MORE SUSCEPTIBLE.
• BIOLOGICAL ACCULATIONS SUCH AS SLIME LAYERS
ARE HARMFUL.
• EQUIPMENT IN WHICH WATER FLOW IS SLOW OR
INTERMITTENT IS SUBJECT TO DEPOSITION &
ASSOCIATED CORROSION.
LOCATIONS
• NARROW ORIFICES, SCREENS, LONG HORIZONTAL
PIPE RUNS, SUMPS OR AT REGIONS OF CONSTRICTED
FLOW.
• COMPONENTS IN WHICH WATER TEMPERATURE
CHAGNGES ABRUPTLY WITH DISTANCE, LIKE HEAT
EXCHANGERS, TEND TO ACCUMULATE PRECIPITATES.
• SYSTEMS IN WHICH pH EXCURSIONS ARE FREQUENT
MAY ACCUMULATE DEPOSITS DUE TO PRECIPITATION
PROCESS.
FACTS
• WATER PERMEABLE DEPOSITS ARE MOST HARMFUL.
• DEPOSITS CONTAINING CARBONATE CAN BE
PROTECTIVE.
• CARBONATES BUFFER THE ACIDITY CAUSED BY THE
SEGREGATION OF POTENTIALLY ACIDIC ANIONS IN &
BENEATH DEPOSITS.
• EFFECTIVENESS OF ALMOST ALL COMMONLY USED
CORROSION INHIBITORS INCREASE AS SURFACE
CLEANLINESS IMPROVES.
MILD STEEL COUPON IN ROLLING
MILL COOLING TANK
HOW DO I STOP THIS?
• DEPOSIT REMOVAL:
o REGULAR MECHANICAL CLEANING – WATER BLASTING, AIR RUMBLING &
CHEMICAL CLEANING.
• DESIGN CHANGES:
o INCREASE THE FLOW. DEAD LAGS, STAGNANT AREAS & OTHER LOW-FLOW
REGIONS TO BE ELIMINATED. FLOW VELOCITY SHOULD BE >1 M/S.
• WATER TREATMENT:
o REMOVING SUSPENDED SOLIDS, DECREASING CYCLES OF
CONCENTRATION AND CLARIFICATION.
o BIODISPERSANTS AND BIOCIDES – BIOFOULED SYSTEMS
o JUDICIOUS USE OF CHEMICAL CORROSION INHIBITORS
• CATHODIC PROTECTION:
o EFFECTIVENESS DEPENDS UPON SURFACE CLEANLINESS
GALVANIC CORROSION
GALVANIC CORROSION
• AN ELECTROCHEMICAL
INTERACTION OF TWO OR
MORE MATERIALS (1 & 2)
HAVING A SUFFICIENTLY
DISTINCT GALVANIC
POTENTIAL DIFFERENCE.
• AN ELECTROLYTE (3)
COMMON TO BOTH
MATERIALS, THROUGH
WHICH AN IONIC CURRENT
PASSES.
• AN ELECTRICALLY
CONDUCTIVE PATHWAY (4)
PHYSICALLY LINKING THE
TWO MATERIALS.
LOCATION
• LOCATION SPECIFIC: OCCURS AT BIMETALLIC
COUPLE
• METAL SPECIFIC: CORROSION AFFECTS THE METAL
THAT HAS LESS RESISTANCE.
o COOLING TUBES BUNDLE & BAFFLE SHEETS
o TRANSPORT OF METAL PARTICLES FORMED BY EROSION CORROSION TO
ANOTHER SITE OF DIFFERENT METAL
o WHEREVER 2 DISSIMILAR METALS COME INTO CONTACT WITH FAVOURABLE
CONDITIONS
CRITICAL FACTORS
• GALVANIC POTENTIAL:
• CONDUCTIVITY OF FLUIDS:
o GALVANIC CORROSION IS REDUCED AROUND A BEND IN A TUBE BECAUSE
OF INCREASED RESISTANCE TO CURRENT FLOW.
• AREA EFFECT:
(AREA OF EXPOSED NOBLE METAL)
o CORROSION RATE OF ACTIVE METAL = -----------------------------------------------
(AREA OF EXPOSED ACTIVE METAL)
o FAVORABLE: LARGE ANODE AND SMALL CATHODE
o NOBLE MEMBER SHOULD BE COATED ALWAYS.
• FLUID VELOCITY:
o MORE THE VELOCITY LESSER THE POTENTIAL OF METALS IN GIVEN
ENVIRONMENT.
HOW DO I STOP THIS?
• PREVENTIVE TECHNIQUES:
o AVOID COUPLING MATERIALS HAVING WIDELY DISSIMILAR GALVANIC
POTENTIALS.
o IF UNAVOIDABLE, USE THE PRINCIPLE OF AREA RATIO
o COMPLETELY INSULATE THE MATERIALS FROM ONE ANOTHER AT ALL JUNCTIONS
EXPOSED TO A COMMON FLUID.
o IF GALVANICALLY INCOMPATIBLE MATERIALS ARE TO BE USED, DESIGN THE
ACTIVE MATERIAL COMPONENT SO TTHAT EASY REPLACEMENT IS POSSIBLE, OR
ALLOW FOR ANTICIPATED CORROSION BY APPROPRIATELY INCREASING ITS
THICKNESS.
HOW DO I STOP THIS?
• CORRECTIVE TECHNIQUES:
o COMPLETELY INSULATE THE MATERIALS FROM ONE ANOTHER AT ALL
JUNCTIONS. NONCONDUCTIVE WASHERS, INSERTS, SLEEVES & COATINGS.
o ALTER THE CHEMISTRY OF COMMON FLUID TO RENDER IT LESS
CONDUCTIVE OR CORROSIVE.
o COAT BOTH THE METALS OR THE NOBLE METAL. DO NOT COAT JUST THE
ACTIVE METAL.
o CATHODIC PROTECTION TECHNIQUE
DEALLOYING
CORROSION
DEALLOYING
CORROSION
• DEALLOYING OCCURS WHEN ONE OR MORE ALLOY
COMPONENTS ARE PREFERENTIALLY REMOVED
FROM THE METAL.
• REFERED TO AS SELECTIVE LEACHING OR PARTING.
• LEACHING OF ZINC FROM BRASS –
DEZINCIFICATIONNG
• LEACHING OF NICKEL FROM ALLOY (CUPRONICKEL,
MONEL) – DENICKELIFICATION
• CORRODED AREAS WEAK & POROUS, CAUSING
FRACTURE & WEEPING LEAKS.
HOW DOES IT HAPPEN?
• THEORY 1:
o ALLOY DISOLVES WITH A PREFERENTIAL REDEPOSITION OF BASE METAL.
• THEORY 2:
o SELECTIVE LEACHING OF ZINC/NICKEL, LEAVING COPPER BEHIND.
• BOTH MECHANISM MAY OPERATE, DEPENDING
UPON THE SPECIFIC ENVIRONMENT.
LOCATION
• ATTACK OCCURS ONLY IN METALS CONTAINING
TWO OR MORE ALLOYING ELEMENTS.
• COPPER ALLOYS: BRASSES, CUPRONICKELS &
BRONZES – SUSCEPTIBLE IN COOLING WATER
ENVIRONMENT.
• EXPOSURE TO HIGH TEMPERATURES, ACIDS, SULFIDES
OR OTHER VERY AGGRESSIVE ENVIRONMENTS.
• SHELL & TUBER HEAT EXCHANGERS & CONDENSERS
• COPPER ALLOYS USED IN PUMPS AS BUSHINGS,
BEARINGS, IMPELLERS & GASKETS.
HOW DOES IT LOOK?
HOW DO I STOP THIS?
• MATERIAL SUBSTITUTION:
o SUBSTITUTION OF MORE RESISTANT MATERIAL.
o ARSENIC, ANTIMONY & PHOSPHORUS ADDITION (UPTO 0.1%)
• SURFACE CLEANLINESS:
o CLEANER THE SURFACE, LESSER THE DEALLOYING
o HIGH FLOW, PREVENT SETTLING OF PARTICLES & BIOGROWTH.
• CHEMICAL TREATMENT:
o CHEMICAL CORROSION INHIBITION.
o FILMERS SUCH AS TOLYTRIAZOLE REDUCE CORROSION OF YELLOW METAL
• BIOLOGICAL CONTROL:
o ANY DEPOSIT CAN INCREASE DEALLOYING
o FORMATION OF SLIME LAYERS& IN TURN BIOGROWTH SHOULD BE AVOIDED.
TUBERCULATION
TUBERCULATION
• LUMPS OF CORROSION PRODUCT & DEPOSIT THAT
FORM ON THE LOCALIZED REGIONS.
• IN OXYGENATED WATER OF NEAR NEUTRAL pH:
o HYDROUS FERRIC OXIDE [Fe(OH)3] FORMS
o THE LAYER SHIELDS THE UNDERLYING METAL SURFACE FROM OXYGENATED
WATER, OXYGEN CONCENTRATION CELL IS FORMED.
o HYDROUS FERROUS OXIDE [Fe(OH)2] IS ALSO PRESENT BENEATH THIS SHIELD.
o A BLACK MAGNETIC HYDROUS FERROUS FERRITE LAYER FORM BETWEEN
FERRIC & FERROUS OXIDES.
HOW IS IT?
HOW IS IT?
• OUTER CRUST:
o IT IS COMPOSED OF FERRIC HYDROXIDE, CARBONATES, SILICATES & OTHER
PRECIPITATES
o FERROUS ION & FERROUS HYDROXIDE GENERATED WITHIN THE TUBERCLE DIFFUSE
OUTWARD THROUGH FISSURES, WHERE THEY ENCOUNTER DISSOLVED OXYGEN &
FORM FERRIC HYDROXIDE.
• INNER SHELL:
o THE SHELL IS BLACK IN COLOR & SEPARATES THE HIGH DISSOLVED OXGEN
CONCENTRATION REGION OUTSIDE FROM THE LOW DISSOLVED OXYGEN
CONCENTRATION REGION INSIDE.
o HAS HIGH ELETRICAL CONDUCTIVITY. ELECTRONS GENERATED ARE TRANSFERRED TO
THIS REGION & ACT AS CATHOD.
o pH INCREASES LOCALLY CAUSING THE CARBONATES TO DEPOSIT ON THE SHELL.
HOW IS IT?
• CORE:
o IT CONSISTS OF FERROUS HYDROXIDE.
o HYDROXYL IONS, CARBONATE, CHLORIDES & SULFATE GET ATTRACTED
BECAUSE OF +VE CHARGE.
• CAVITY:
o CAVITY MAY BECOME ACIDIC INTERNALLY.
• FLOOR:
o LOCALIZED CORRODED REGION PRESENT BENEATH THE TUBERCULE.
LOCATIONS
• NON STAINLES STELLS & SOME CAST IRONS.
• SURFACE MUST CONTACT OXYGENATED WATER
DURING GROWTH & MUST REMAIN WET FOR
EXTENDED PERIODS.
o HEAT EXCHANGERS
o STORAGE TANKS
o COOLING TOWER COMPONENTS
o PUMP COMPONENTS
HOW DOES IT LOOK?
HOW DO I STOP THIS?
• CHEMICAL TREATMENT:
o METHODS EMPLOYING CHEMICAL INHIBITORS & DISPERSANTS
o USE DISPERSANTS IN SYSTEMS CONTAINING SAND, OIL, GREASE,
BIOLOGICAL MATERIAL.
o IT INCREASES THE EFFECTIVENESS OF CHEMICAL INHIBITION & ALSO
PREVENTS NUCLEATION OF OXYGEN CONCENTRATION CELLS BENEATH
FOULANTS.
• ALTERING SYSTEM OPERATION:
o FLOW
o CATHODIC PROTECTION USING SACRIFICIAL ANODES OR APPLIED
CURRENT
• MATERIAL SUBSTITUTION:
o MORE RESISTANT MATERIAL (STAINLESS STELL, BRASSES, CUPRONICKELS ETC)
o PROTECTIVE COATINGS.

Contenu connexe

Tendances

Internal corrosion and its monitoring techniques
Internal corrosion and its monitoring techniquesInternal corrosion and its monitoring techniques
Internal corrosion and its monitoring techniques
Dil Nawaz
 
Corrosion
CorrosionCorrosion
Corrosion
Kumar
 
Chapter5 corrosion
Chapter5 corrosionChapter5 corrosion
Chapter5 corrosion
Wan Zulfadli
 

Tendances (20)

Stress corrosion cracking
Stress corrosion crackingStress corrosion cracking
Stress corrosion cracking
 
Corrosive Damage In Metals & Its Prevention
Corrosive Damage In Metals & Its PreventionCorrosive Damage In Metals & Its Prevention
Corrosive Damage In Metals & Its Prevention
 
Intergranular Corrosion
Intergranular CorrosionIntergranular Corrosion
Intergranular Corrosion
 
Hydrogen Damage
Hydrogen DamageHydrogen Damage
Hydrogen Damage
 
Corrosion & its control measures
Corrosion & its control measuresCorrosion & its control measures
Corrosion & its control measures
 
Internal corrosion and its monitoring techniques
Internal corrosion and its monitoring techniquesInternal corrosion and its monitoring techniques
Internal corrosion and its monitoring techniques
 
Corrosion 1
Corrosion 1Corrosion 1
Corrosion 1
 
Corrosion basic
Corrosion basicCorrosion basic
Corrosion basic
 
Corrosion
CorrosionCorrosion
Corrosion
 
Corrosion and its Control
Corrosion and its ControlCorrosion and its Control
Corrosion and its Control
 
Corrosion Prevention
Corrosion PreventionCorrosion Prevention
Corrosion Prevention
 
Corrosion of material - Engineering Metallurgy
Corrosion of material - Engineering MetallurgyCorrosion of material - Engineering Metallurgy
Corrosion of material - Engineering Metallurgy
 
Corrosion types & prevention
Corrosion types & preventionCorrosion types & prevention
Corrosion types & prevention
 
Chapter5 corrosion
Chapter5 corrosionChapter5 corrosion
Chapter5 corrosion
 
Corrosion
CorrosionCorrosion
Corrosion
 
CORROSIVE DAMAGE IN METALS AND ITS PREVENTION
CORROSIVE DAMAGE IN METALS AND ITS PREVENTIONCORROSIVE DAMAGE IN METALS AND ITS PREVENTION
CORROSIVE DAMAGE IN METALS AND ITS PREVENTION
 
Corrosion
CorrosionCorrosion
Corrosion
 
Steel corrosion
Steel corrosionSteel corrosion
Steel corrosion
 
Stress corrosion cracking
Stress corrosion crackingStress corrosion cracking
Stress corrosion cracking
 
Corrosion ppt part 1
Corrosion ppt  part 1Corrosion ppt  part 1
Corrosion ppt part 1
 

En vedette (7)

Design & Construction Errors- Building Maintenance and Repairs
Design & Construction Errors- Building Maintenance and Repairs Design & Construction Errors- Building Maintenance and Repairs
Design & Construction Errors- Building Maintenance and Repairs
 
Cathodic protection of reinforced concrete structures
Cathodic protection of reinforced concrete structuresCathodic protection of reinforced concrete structures
Cathodic protection of reinforced concrete structures
 
cathodic protection
cathodic protectioncathodic protection
cathodic protection
 
Quality assurance
Quality assuranceQuality assurance
Quality assurance
 
2 quality assurance
2 quality assurance2 quality assurance
2 quality assurance
 
Quality assurance
Quality assuranceQuality assurance
Quality assurance
 
QUALITY ASSURANCE
QUALITY ASSURANCEQUALITY ASSURANCE
QUALITY ASSURANCE
 

Similaire à Corrosion Guide

1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
SahalSachu
 
Different types of corrosion
Different types of corrosionDifferent types of corrosion
Different types of corrosion
sourabhrana21
 
azad erossion corrosion final todat present.pptx
azad erossion corrosion final todat present.pptxazad erossion corrosion final todat present.pptx
azad erossion corrosion final todat present.pptx
gkazad
 
Errosion Corrosion
Errosion CorrosionErrosion Corrosion
Errosion Corrosion
arif ali
 
مادة اختيارية 2 محاضرة 4.pptx
مادة اختيارية 2 محاضرة 4.pptxمادة اختيارية 2 محاضرة 4.pptx
مادة اختيارية 2 محاضرة 4.pptx
ssuserc3190c
 

Similaire à Corrosion Guide (20)

1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
1655475850538_METALLURGY AND MATERIAL SCIENCE.pptx
 
chemistry-final-ppt-1-mb.pdf
chemistry-final-ppt-1-mb.pdfchemistry-final-ppt-1-mb.pdf
chemistry-final-ppt-1-mb.pdf
 
UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES
UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES
UNDERSTANDING AND MITIGATING DOWNHOLE CORROSION AND WEAR FAILURES
 
Pharmaceutical Engineering: Corrosion
Pharmaceutical Engineering: CorrosionPharmaceutical Engineering: Corrosion
Pharmaceutical Engineering: Corrosion
 
Different types of corrosion
Different types of corrosionDifferent types of corrosion
Different types of corrosion
 
azad erossion corrosion final todat present.pptx
azad erossion corrosion final todat present.pptxazad erossion corrosion final todat present.pptx
azad erossion corrosion final todat present.pptx
 
Erosion Corrosion
Erosion Corrosion Erosion Corrosion
Erosion Corrosion
 
Chemical reactions and equations
Chemical reactions and equationsChemical reactions and equations
Chemical reactions and equations
 
Errosion Corrosion
Errosion CorrosionErrosion Corrosion
Errosion Corrosion
 
Corrosion on Concrete
Corrosion on ConcreteCorrosion on Concrete
Corrosion on Concrete
 
Corrosion inhibitors.ppt
Corrosion inhibitors.pptCorrosion inhibitors.ppt
Corrosion inhibitors.ppt
 
Forms of corrosion.pptx
Forms of corrosion.pptxForms of corrosion.pptx
Forms of corrosion.pptx
 
metal corrosion and its prevention.pptx
metal corrosion and its prevention.pptxmetal corrosion and its prevention.pptx
metal corrosion and its prevention.pptx
 
مادة اختيارية 2 محاضرة 4.pptx
مادة اختيارية 2 محاضرة 4.pptxمادة اختيارية 2 محاضرة 4.pptx
مادة اختيارية 2 محاضرة 4.pptx
 
Stress corrosion Cracking and hydrogen cracking.pptx
Stress corrosion Cracking and hydrogen cracking.pptxStress corrosion Cracking and hydrogen cracking.pptx
Stress corrosion Cracking and hydrogen cracking.pptx
 
Forms of corrosion
Forms of corrosionForms of corrosion
Forms of corrosion
 
Tarnish and corrosion.pptx
Tarnish and corrosion.pptxTarnish and corrosion.pptx
Tarnish and corrosion.pptx
 
Corrosion
Corrosion  Corrosion
Corrosion
 
Corrosion and its control
Corrosion and its controlCorrosion and its control
Corrosion and its control
 
Corrosion
CorrosionCorrosion
Corrosion
 

Dernier

Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
9953056974 Low Rate Call Girls In Saket, Delhi NCR
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Kandungan 087776558899
 
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
ssuser89054b
 
Hospital management system project report.pdf
Hospital management system project report.pdfHospital management system project report.pdf
Hospital management system project report.pdf
Kamal Acharya
 

Dernier (20)

S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptxS1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
S1S2 B.Arch MGU - HOA1&2 Module 3 -Temple Architecture of Kerala.pptx
 
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
Call Girls in South Ex (delhi) call me [🔝9953056974🔝] escort service 24X7
 
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptxHOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
HOA1&2 - Module 3 - PREHISTORCI ARCHITECTURE OF KERALA.pptx
 
Design For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the startDesign For Accessibility: Getting it right from the start
Design For Accessibility: Getting it right from the start
 
kiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal loadkiln thermal load.pptx kiln tgermal load
kiln thermal load.pptx kiln tgermal load
 
AIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech studentsAIRCANVAS[1].pdf mini project for btech students
AIRCANVAS[1].pdf mini project for btech students
 
Computer Lecture 01.pptxIntroduction to Computers
Computer Lecture 01.pptxIntroduction to ComputersComputer Lecture 01.pptxIntroduction to Computers
Computer Lecture 01.pptxIntroduction to Computers
 
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak HamilCara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
Cara Menggugurkan Sperma Yang Masuk Rahim Biyar Tidak Hamil
 
DC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equationDC MACHINE-Motoring and generation, Armature circuit equation
DC MACHINE-Motoring and generation, Armature circuit equation
 
Moment Distribution Method For Btech Civil
Moment Distribution Method For Btech CivilMoment Distribution Method For Btech Civil
Moment Distribution Method For Btech Civil
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
 
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKARHAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
HAND TOOLS USED AT ELECTRONICS WORK PRESENTED BY KOUSTAV SARKAR
 
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
 
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptxOrlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
Orlando’s Arnold Palmer Hospital Layout Strategy-1.pptx
 
Computer Networks Basics of Network Devices
Computer Networks  Basics of Network DevicesComputer Networks  Basics of Network Devices
Computer Networks Basics of Network Devices
 
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
Navigating Complexity: The Role of Trusted Partners and VIAS3D in Dassault Sy...
 
Wadi Rum luxhotel lodge Analysis case study.pptx
Wadi Rum luxhotel lodge Analysis case study.pptxWadi Rum luxhotel lodge Analysis case study.pptx
Wadi Rum luxhotel lodge Analysis case study.pptx
 
Introduction to Serverless with AWS Lambda
Introduction to Serverless with AWS LambdaIntroduction to Serverless with AWS Lambda
Introduction to Serverless with AWS Lambda
 
Hospital management system project report.pdf
Hospital management system project report.pdfHospital management system project report.pdf
Hospital management system project report.pdf
 
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
Unit 4_Part 1 CSE2001 Exception Handling and Function Template and Class Temp...
 

Corrosion Guide

  • 2. HOW DOES IT HAPPEN? IRON ORE → STEEL → RUST • REACTIONS: o Fe → Fe++ +2e- ANODE o 2H+ +½O2 → H2O - 2e- CATHODE o Fe + ½O2 + H2O → Fe(OH) 2 o IRON + WATER WITH OXYGEN → FERROUS HYDROXIDE o Fe(OH) 2 + ½ H2O + ¼O2 → Fe(OH) 3 o IRON + WATER WITH OXYGEN → FERRIC HYDROXIDE o SS (Cr: >11%) - O2 COMBINES WITH CHROMIUM & IRON TO FORM A HIGHLY ADHERENT & PROTECTIVE OXIDE FILM.
  • 3. CONCENTRATION CELL CORROSION • NONUNIFORMITY OF THE AQUEOUS ENVIRONMENTS AT A SURFACE IS CALLED CONCENTRATION CELL CORROSION. • CORROSION OCCURS WHEN THE ENVIRONMENT NEAR THE METAL SURFACE DIFFERS FROM REGION TO REGION. THEY ARE CALLED ANODES & CATHODES WITH RESPECT TO EACH OTHER. • THESE REGIONS DIFFER IN ELECTROCHEMICAL POTENTIAL (ENERGY STORED IN THE FORM OF CHEMICAL & ELECTRICAL POTENTIAL ENERGY) • ANODIC AREAS LOSE METAL. • SHIELDED AREAS ARE PARTICULARLY SUSCEPTIBLE TO ATTACK.
  • 4. PROCESS • STEPS INVOLVED IN THE PROCESS OF CORROSION: o IONS ARE INVOVLED & THEY NEED MEDIUM TO MOVE (USUALLY WATER) o OXYGEN, WHICH IS GENERALLY PRESENT IN WATER IS INVOLVED o THE METAL GIVES UP ELECTRONS TO START THE PROCESS o A NEW MATERIAL IS FORMED, WHICH MAY REACT AGAIN OR COULD PROTECT THE BASE METAL o DRIVING FORCE IS REQUIRED • INTERFERENCE WITH ANY OF THE ABOVE MAY INCREASE OR DECREASE THE RATE OF CORROSION.
  • 5. HOW DOES IT LOOK?
  • 6. TYPES OF CORROSION • UNIFORM CORROSION • LOCALIZED CORROSION o CAVITATION DAMAGE – PITTING o CREVICE • UNDERDEPOSIT CORROSION • GALVANIC CORROSION • DEALLOYING CORROSION • INTERGRANULAR CORROSION • VELOCITY RELATED CORROSION • CRACKING • HIGH TEMPERATURE CORROSION • MICROBIAL CORROSION • TUBERCULATION
  • 8. UNIFORM CORROSION • ANODIC REACTION – OXIDATION: o M → M+ + e- • CATHODIC REACTION – REDUCTION: o pH <7: • 2H+ + 2e → H2 REDUCTION OF HYDROGEN IONS o pH>7: • O2 + 2H2O + 4e → 4OH- REDUCTION OF OXYGEN • UNIFORM DISTRIBUTION OF CATHODIC REACTANTS OVER THE ENTIRE EXPOSED METAL SURFACE MAKE IT UNIFORM & THERE IS NO PREFERENTIAL SITE.
  • 9. HOW DOES IT LOOK?
  • 10. HOW DO I STOP THIS? • UNIFORM CORROSION MAY BE REDUCED OR ELIMINATED BY FOLLOWING: o APPROPRIATE CHEMICAL TREATMENT OF WATER ( WITH CORROSION INHIBITORS, DISPERSANTS & FILMERS) o COATING METAL SURFACES WITH WATER IMPERMEABLE BARRIERS (SUCH AS PAINT, EPOXIES, GREASE & OIL) o SUBSTITUTING MORE RESISTING MATERIALS SUCH AS STAINLESS STEEL & COPPER ALLOYS FOR LESS RESISTENT ALLOYS SUCH AS CARBON STEELS. o DEAERATION (MECHANICAL, THERMAL, CHEMICAL & COMBINATION OF THESE). o CATHODIC PROTECTION (SACRIFICIAL ANODES) o PREVENTING SURFACES FROM CONTACTING WATER.
  • 11. FACTS • MOST COMMONLY OBSERVED • EASY TO MEASURE, PREDICT & DESIGN AGAINST THIS TYPE OF CORROSION DAMAGE • MEASUREMENT – COUPONS, NDT ETC. • CAUTION – UNEXPECTED RAPID UNIFORM CORROSION FAILURES: o CONCENTRATION OF AGGRESSIVE ANIONS o VARIABLE WATER CHEMISTRY o INCREASED FLOW RATE o CHEMICAL CHANGE IN ENVIRONMENT
  • 13. LOCALIZED CORROSION: CAVITATION DAMAGE • INSTANTANEOUS FORMATION & COLLAPSE OF VAPOR BUBBLES IN A LIQUID SUBJECT TO RAPID, INTENSE LOCALIZED PRESSURE CHANGES. • CAVITATION DAMAGE REFERS TO THE DETERIORATION OF A MATERIAL RESULTING FROM ITS EXPOSURE TO A CAVITATING FLUID.
  • 14. HOW DOES IT HAPPEN?
  • 15. FACTS • CAVITATION DAMAGE RESULTS FROM HYDRODYNAMIC FORCES CREATED BY COLLAPSING VAPOR BUBBLES. • IT GENERATES MICROSCOPIC TORPEDO OF WATER AT VELOCITIES FROM 100 TO 500 m/s. • ENERGY IS ABSORBED BY SURROUNDING FLUID. BUT IF THIS OCCURS NEAR THE SURFACE, DAMAGE IS CAUSED TO THE METAL OXIDE. • WHEN THE METAL IS AFFECTED, CONTINUOUS IMPACTS CAUSE RUPTURE OF METAL.
  • 16. ALLUMINIUM FOIL EXPOSED TO A CAVITATING FLUID FOR 5 SECONDS
  • 17. ALLUMINIUM FOIL EXPOSED TO A CAVITATING FLUID FOR 10 SECONDS
  • 18. ALLUMINIUM FOIL EXPOSED TO A CAVITATING FLUID FOR 20 SECONDS
  • 19. LOCATIONS • WHEREVER SUBSTATNTIAL PRESSURE CHANGES ARE ENCOUNTERED. • SHARP DISCONTINUITIES, SUDDEN ALTERATION OF FLOW DIRECTION, CROSS SECTIONAL AREAS OF FLOW PASSAGES ARE CHANGED. • EXAMPLES: o PUMP IMPELLERS o VALVES o DISCHARGE SIDE OF REGULATING VALVE o TUBE ENDS IN HEAT EXCHANGERS o CYLINDER LINERS IN DIESEL ENGINES
  • 21. HOW DO I STOP THIS? • ELIMINATION: o CHANGE OF MATERIALS: • COVERING OF WEAR RESISTANT & HARD FACING ALLOYS SUCH AS STELLITE. CAN BE INCORPORATED IN SUSCEPTIBLE ZONES. o USE OF COATINGS: • FOR LOW CAVITATION INTENSITIES, COVERING OF RUBBER OR SOME PLASTIC IS USEFUL. o ALTERATION OF ENVIRONMENT: • FOR LOW CAVITATION INTESITIES, APPROPRIATE INHIBITORS CAN BE USEFUL. o ALTERATION OF OPERATING PROCEDURES: • MAINTAINING NPSH, REDUCING FLOW VELOCITY THROUGH A HEAT EXCHANGER • INJECTING AIR INTO CAVITATING SYSTEM, IF NOTHING WORKS o REDESIGN OF EQUIPMENT:
  • 23. CREVICE CORROSION • PRECONDITIONS: o CREVICE MUST BE FILLED WITH WATER. o SURFACES ADJACENT TO THE CREVICE MUST ALSO CONTACT WATER. • STARTING OF CREVICE CORROSION: o INITIALLY CORROSION IN OXYGENATED WATER OF NEAR NEUTRAL pH OCCURES BY FOLLOWING REACTIONS: o M → M+n + ne- ANODE o O2 + 2H2O + 4e- → 4OH- CATHODE
  • 24. HOW DOES IT START? • MANY REACTION MAY OCCURE NEAR CREVICE, BUT MAIN REACTIONS ARE THOSE WHICH ARE SHOWN IN PREVIOUS SLIDE. • EVENTUALLY OXYGEN BECOMES DEPLETED IN THE CREVICE. • OXYGEN DIFFUSION INTO THE CREVICE IS TOO SLOW TO REPPLACE THE OXYGEN AS FAST AS IT CONSUMED IN CORROSION. • AREA COMPARISON – CREVICE MOUTH & INTERIOR
  • 25. ITS HAPPENING! • OXYGEN CONCENTRATION IS CONSTANT BY WATER FLOW OUTSIDE THE CREVICE. • FORMATION OF DIFFERENTIAL OXYGEN CONCENTRATION CELL. • OXYGENATED WATER ALLOWS CATHODIC REACTION & IT BECOMES CATHODIC & NO METAL DISSOLVES OUTSIDE THE CREVICE. • INSIDE THE CREVICE ANODIC REACTION CONTINUES. • METAL IONS REACT WITH WATER & FORM HYDROXIDES.
  • 26. STILL HAPPENING!! • THE METAL ION CONCENTRATION INCREASES IN THE CREVICE, RESULTING INTO FORMATION OF NET POSITIVE CHARGE IN THE CREVICE ELECTROLYTE. • THIS ATTRACTS THE NEGATIVELY CHARGED IONS DISSOLVED IN THE WATER. (CHLORIDE, SULFATE & OTHER ANIONS) • HYDROLYSIS PRODUCES ACIDS IN THE CREVICE, ACCELERATING THE ATTACK. • pH CAN BECOME AS LOW AS 2. M+Cl- + H2O → MOH ↓ + H+Cl- M2 +SO4 - + 2H2O → 2MOH ↓ + H2 +SO4 -
  • 27. HAS IT FINISHED? • CREVICE ENVIRONMENT BECOMES MORE & MORE ACIDIC. • AREAS IMMEDIATELY ADJACENT TO THE CREVICE RECEIVE MORE & MORE ELECTRONS FROM INSIDE THE CRVICE. • OH IONS ARE FORMED OUTSIDE, LOCALLY INCREASING pH & DECREASING THE ATTACK THERE. • ACCELERATING CORROSION IS REFERRED TO AS AUTOCATALYTIC.
  • 28. LOCATIONS • CREVICE CORROSION OCCURS BETWEEN TWO SURFACES IN CLOSE PROXIMITY, LIKE CRACK COMPONENT LOCATION HEAT EXCHANGERS SHELL & TUBE -ROLLED ENDS AT TUBE SHEET -OPEN WELDS AT TUBE SHEET -BENEATH DEPOSITS -WATER BOX GASKETS -BOLT HOLES, NUTS & WASHER -BAFFLE OPENING PLATE & FRAME -BENEATH GASKETS -PLATE CONTACT POINTS -BENEATH DEPOSITS COOLING TOWERS -THREADED PIPE JOINTS -PARTIALLY EXFOLIATED COATINGS -BETWEEN BUSHING & SHAFTS ON PUMPS
  • 29. HOW DOES IT LOOK?
  • 30. HOW DO I STOP THIS? • FORMS OF PREVENTION: o ELIMINATE THE CREVICE o REMOVE ALL MOISTURE o SEAL THE CREVICE • SYSTEM SPECIFIC EFFECTIVE TECHNIQUE: o DO NOT USE RIVETED JOINTS o EMPLOY SOUND WELDING PRACTICE. POROSITY SHOULD BE MINIMIZED. o ALLOW FOR DRAINAGE OF WATER. o PAINT, GREASE, SOLDER OR SEAL OTHERWISE THE KNOWN CREVICES BEFORE EXPOSURE TO WATER. o AVOID USING HYDROCHLORIC ACID TO CLEAN STAINLESS SYSTEMS IF ANY ALTERNATIVE IS POSSIBLE. o WELD THE TUBE ENDS INTO TUBE SHEETS o JUDICIOUS USE OF CHEMICAL INHIBITORS & CATHODIC PROTECTION. o MAKE SURE ALL GASKETS ARE IN GOOD REPAIR & BOLTS ARE PROPERLY TIGHTENED.
  • 32. UNDERDEPOSIT CORROSION • COOLING WATER SYSTEM DEPOSITS ARE UBIQUITOUS. • DEPOSITS CAN BE GENERATED INTERNALLY AS PRECIPITATES, LAID DOWN AS TRANSPORTED CORROSION PRODUCTS OR BROUGHT INTO THE SYSTEM FROM EXTERNAL SOURCES. • DEPOSITS CAUSE DIRECT & INDIRECT CORROSION: o DIRECT: DEPOSITS CONTAIN CORROSIVE SUBSTANCES o INDIRECT: SHIELDING OF SURFACES BELOW DEPOSITS PRODUCES INDIRECT ATTACK; CORROSION OCCURS AS A CONSEQUENCES OF SURFACE SHIELDING PROVIDED BY DEPOSIT. • THESE ATTACKS MAY INVOLVE CONCENTRATION CELL CORROSION, TENDANCY IS MORE IN INDIRECT ATTACK.
  • 33. HOW DOES IT HAPPEN? • CONCENTRATION CELL CORROSION • CORROSION BENEATH DEPOSITS CONSUME OXYGEN. • THE DEPOSIT RETARDS OXYGEN DIFFUSION TO REGIONS NEAR THE CORRODING SURFACE FORMING OXYGEN CELL.
  • 34. HOW DOES IT HAPPEN? • SEGREGATION OF AGGRESSIVE ANIONS BENEATH DEPOSITS – CONCENTRATIONS OF SULFATES & CHLORIDES ARE DELETERIOUS. • DIFFERENTIAL AERATION & CONCENTRATION OF AGGRESSIVE IONS BENEATH DEPOSITS - PRODUCE SEVERE LOCALIZED DAMAGE ON STAINLESS STEEL & OTHER METALS SUCH AS ALLUMINIUM, TITANIUM ETC. • DIFFERENTIAL AERATION ALONE – NOT SUFFICIENT TO INITIATE ATTACK ON STAINLESS STEEL.
  • 35. HOW DOES IT LOOK?
  • 36. HOW DOES IT LOOK?
  • 37. HOW DOES IT LOOK?
  • 38. LOCATIONS • ATTACK ALWAYS OCCURS BENEATH A DEPOSIT. • CAN BE FOUND IN VIRTUALLY ANY COOLING WATER SYSTEM AT ANY LOCATION. • SYSTEMS CONTAINING LARGE AMOUNTS OF SAND, GREASE, OIL, BIOMASS, PRECIPITATES, TRANSPORTED CORROSION PRODUCTS & OTHER DETRITUS ARE MORE SUSCEPTIBLE. • BIOLOGICAL ACCULATIONS SUCH AS SLIME LAYERS ARE HARMFUL. • EQUIPMENT IN WHICH WATER FLOW IS SLOW OR INTERMITTENT IS SUBJECT TO DEPOSITION & ASSOCIATED CORROSION.
  • 39. LOCATIONS • NARROW ORIFICES, SCREENS, LONG HORIZONTAL PIPE RUNS, SUMPS OR AT REGIONS OF CONSTRICTED FLOW. • COMPONENTS IN WHICH WATER TEMPERATURE CHAGNGES ABRUPTLY WITH DISTANCE, LIKE HEAT EXCHANGERS, TEND TO ACCUMULATE PRECIPITATES. • SYSTEMS IN WHICH pH EXCURSIONS ARE FREQUENT MAY ACCUMULATE DEPOSITS DUE TO PRECIPITATION PROCESS.
  • 40. FACTS • WATER PERMEABLE DEPOSITS ARE MOST HARMFUL. • DEPOSITS CONTAINING CARBONATE CAN BE PROTECTIVE. • CARBONATES BUFFER THE ACIDITY CAUSED BY THE SEGREGATION OF POTENTIALLY ACIDIC ANIONS IN & BENEATH DEPOSITS. • EFFECTIVENESS OF ALMOST ALL COMMONLY USED CORROSION INHIBITORS INCREASE AS SURFACE CLEANLINESS IMPROVES.
  • 41. MILD STEEL COUPON IN ROLLING MILL COOLING TANK
  • 42. HOW DO I STOP THIS? • DEPOSIT REMOVAL: o REGULAR MECHANICAL CLEANING – WATER BLASTING, AIR RUMBLING & CHEMICAL CLEANING. • DESIGN CHANGES: o INCREASE THE FLOW. DEAD LAGS, STAGNANT AREAS & OTHER LOW-FLOW REGIONS TO BE ELIMINATED. FLOW VELOCITY SHOULD BE >1 M/S. • WATER TREATMENT: o REMOVING SUSPENDED SOLIDS, DECREASING CYCLES OF CONCENTRATION AND CLARIFICATION. o BIODISPERSANTS AND BIOCIDES – BIOFOULED SYSTEMS o JUDICIOUS USE OF CHEMICAL CORROSION INHIBITORS • CATHODIC PROTECTION: o EFFECTIVENESS DEPENDS UPON SURFACE CLEANLINESS
  • 44. GALVANIC CORROSION • AN ELECTROCHEMICAL INTERACTION OF TWO OR MORE MATERIALS (1 & 2) HAVING A SUFFICIENTLY DISTINCT GALVANIC POTENTIAL DIFFERENCE. • AN ELECTROLYTE (3) COMMON TO BOTH MATERIALS, THROUGH WHICH AN IONIC CURRENT PASSES. • AN ELECTRICALLY CONDUCTIVE PATHWAY (4) PHYSICALLY LINKING THE TWO MATERIALS.
  • 45. LOCATION • LOCATION SPECIFIC: OCCURS AT BIMETALLIC COUPLE • METAL SPECIFIC: CORROSION AFFECTS THE METAL THAT HAS LESS RESISTANCE. o COOLING TUBES BUNDLE & BAFFLE SHEETS o TRANSPORT OF METAL PARTICLES FORMED BY EROSION CORROSION TO ANOTHER SITE OF DIFFERENT METAL o WHEREVER 2 DISSIMILAR METALS COME INTO CONTACT WITH FAVOURABLE CONDITIONS
  • 46. CRITICAL FACTORS • GALVANIC POTENTIAL: • CONDUCTIVITY OF FLUIDS: o GALVANIC CORROSION IS REDUCED AROUND A BEND IN A TUBE BECAUSE OF INCREASED RESISTANCE TO CURRENT FLOW. • AREA EFFECT: (AREA OF EXPOSED NOBLE METAL) o CORROSION RATE OF ACTIVE METAL = ----------------------------------------------- (AREA OF EXPOSED ACTIVE METAL) o FAVORABLE: LARGE ANODE AND SMALL CATHODE o NOBLE MEMBER SHOULD BE COATED ALWAYS. • FLUID VELOCITY: o MORE THE VELOCITY LESSER THE POTENTIAL OF METALS IN GIVEN ENVIRONMENT.
  • 47. HOW DO I STOP THIS? • PREVENTIVE TECHNIQUES: o AVOID COUPLING MATERIALS HAVING WIDELY DISSIMILAR GALVANIC POTENTIALS. o IF UNAVOIDABLE, USE THE PRINCIPLE OF AREA RATIO o COMPLETELY INSULATE THE MATERIALS FROM ONE ANOTHER AT ALL JUNCTIONS EXPOSED TO A COMMON FLUID. o IF GALVANICALLY INCOMPATIBLE MATERIALS ARE TO BE USED, DESIGN THE ACTIVE MATERIAL COMPONENT SO TTHAT EASY REPLACEMENT IS POSSIBLE, OR ALLOW FOR ANTICIPATED CORROSION BY APPROPRIATELY INCREASING ITS THICKNESS.
  • 48. HOW DO I STOP THIS? • CORRECTIVE TECHNIQUES: o COMPLETELY INSULATE THE MATERIALS FROM ONE ANOTHER AT ALL JUNCTIONS. NONCONDUCTIVE WASHERS, INSERTS, SLEEVES & COATINGS. o ALTER THE CHEMISTRY OF COMMON FLUID TO RENDER IT LESS CONDUCTIVE OR CORROSIVE. o COAT BOTH THE METALS OR THE NOBLE METAL. DO NOT COAT JUST THE ACTIVE METAL. o CATHODIC PROTECTION TECHNIQUE
  • 50. DEALLOYING CORROSION • DEALLOYING OCCURS WHEN ONE OR MORE ALLOY COMPONENTS ARE PREFERENTIALLY REMOVED FROM THE METAL. • REFERED TO AS SELECTIVE LEACHING OR PARTING. • LEACHING OF ZINC FROM BRASS – DEZINCIFICATIONNG • LEACHING OF NICKEL FROM ALLOY (CUPRONICKEL, MONEL) – DENICKELIFICATION • CORRODED AREAS WEAK & POROUS, CAUSING FRACTURE & WEEPING LEAKS.
  • 51. HOW DOES IT HAPPEN? • THEORY 1: o ALLOY DISOLVES WITH A PREFERENTIAL REDEPOSITION OF BASE METAL. • THEORY 2: o SELECTIVE LEACHING OF ZINC/NICKEL, LEAVING COPPER BEHIND. • BOTH MECHANISM MAY OPERATE, DEPENDING UPON THE SPECIFIC ENVIRONMENT.
  • 52. LOCATION • ATTACK OCCURS ONLY IN METALS CONTAINING TWO OR MORE ALLOYING ELEMENTS. • COPPER ALLOYS: BRASSES, CUPRONICKELS & BRONZES – SUSCEPTIBLE IN COOLING WATER ENVIRONMENT. • EXPOSURE TO HIGH TEMPERATURES, ACIDS, SULFIDES OR OTHER VERY AGGRESSIVE ENVIRONMENTS. • SHELL & TUBER HEAT EXCHANGERS & CONDENSERS • COPPER ALLOYS USED IN PUMPS AS BUSHINGS, BEARINGS, IMPELLERS & GASKETS.
  • 53. HOW DOES IT LOOK?
  • 54. HOW DO I STOP THIS? • MATERIAL SUBSTITUTION: o SUBSTITUTION OF MORE RESISTANT MATERIAL. o ARSENIC, ANTIMONY & PHOSPHORUS ADDITION (UPTO 0.1%) • SURFACE CLEANLINESS: o CLEANER THE SURFACE, LESSER THE DEALLOYING o HIGH FLOW, PREVENT SETTLING OF PARTICLES & BIOGROWTH. • CHEMICAL TREATMENT: o CHEMICAL CORROSION INHIBITION. o FILMERS SUCH AS TOLYTRIAZOLE REDUCE CORROSION OF YELLOW METAL • BIOLOGICAL CONTROL: o ANY DEPOSIT CAN INCREASE DEALLOYING o FORMATION OF SLIME LAYERS& IN TURN BIOGROWTH SHOULD BE AVOIDED.
  • 56. TUBERCULATION • LUMPS OF CORROSION PRODUCT & DEPOSIT THAT FORM ON THE LOCALIZED REGIONS. • IN OXYGENATED WATER OF NEAR NEUTRAL pH: o HYDROUS FERRIC OXIDE [Fe(OH)3] FORMS o THE LAYER SHIELDS THE UNDERLYING METAL SURFACE FROM OXYGENATED WATER, OXYGEN CONCENTRATION CELL IS FORMED. o HYDROUS FERROUS OXIDE [Fe(OH)2] IS ALSO PRESENT BENEATH THIS SHIELD. o A BLACK MAGNETIC HYDROUS FERROUS FERRITE LAYER FORM BETWEEN FERRIC & FERROUS OXIDES.
  • 58. HOW IS IT? • OUTER CRUST: o IT IS COMPOSED OF FERRIC HYDROXIDE, CARBONATES, SILICATES & OTHER PRECIPITATES o FERROUS ION & FERROUS HYDROXIDE GENERATED WITHIN THE TUBERCLE DIFFUSE OUTWARD THROUGH FISSURES, WHERE THEY ENCOUNTER DISSOLVED OXYGEN & FORM FERRIC HYDROXIDE. • INNER SHELL: o THE SHELL IS BLACK IN COLOR & SEPARATES THE HIGH DISSOLVED OXGEN CONCENTRATION REGION OUTSIDE FROM THE LOW DISSOLVED OXYGEN CONCENTRATION REGION INSIDE. o HAS HIGH ELETRICAL CONDUCTIVITY. ELECTRONS GENERATED ARE TRANSFERRED TO THIS REGION & ACT AS CATHOD. o pH INCREASES LOCALLY CAUSING THE CARBONATES TO DEPOSIT ON THE SHELL.
  • 59. HOW IS IT? • CORE: o IT CONSISTS OF FERROUS HYDROXIDE. o HYDROXYL IONS, CARBONATE, CHLORIDES & SULFATE GET ATTRACTED BECAUSE OF +VE CHARGE. • CAVITY: o CAVITY MAY BECOME ACIDIC INTERNALLY. • FLOOR: o LOCALIZED CORRODED REGION PRESENT BENEATH THE TUBERCULE.
  • 60. LOCATIONS • NON STAINLES STELLS & SOME CAST IRONS. • SURFACE MUST CONTACT OXYGENATED WATER DURING GROWTH & MUST REMAIN WET FOR EXTENDED PERIODS. o HEAT EXCHANGERS o STORAGE TANKS o COOLING TOWER COMPONENTS o PUMP COMPONENTS
  • 61. HOW DOES IT LOOK?
  • 62. HOW DO I STOP THIS? • CHEMICAL TREATMENT: o METHODS EMPLOYING CHEMICAL INHIBITORS & DISPERSANTS o USE DISPERSANTS IN SYSTEMS CONTAINING SAND, OIL, GREASE, BIOLOGICAL MATERIAL. o IT INCREASES THE EFFECTIVENESS OF CHEMICAL INHIBITION & ALSO PREVENTS NUCLEATION OF OXYGEN CONCENTRATION CELLS BENEATH FOULANTS. • ALTERING SYSTEM OPERATION: o FLOW o CATHODIC PROTECTION USING SACRIFICIAL ANODES OR APPLIED CURRENT • MATERIAL SUBSTITUTION: o MORE RESISTANT MATERIAL (STAINLESS STELL, BRASSES, CUPRONICKELS ETC) o PROTECTIVE COATINGS.