fired heaters and boilers inspection
TRANSCRIPT
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3.2 Fired Boilers and heaters
Inspection Advanced Inspection
API 573 Inspection of fired heaters and boilers
u e nes or e nspec on o
installed fired heaters
FTIS Furnace tube inspection system (Quest TuTec)
Pressure Systems RiskRISK
Probability of failure consequence of failure
Susceptibilityfactor
Severityfactor
Internal corrosionExternal corrosion
FatigueStress Corrosion Cracking
Third party damageSabotage/pilferage
Loss of ground support
Risk to lifeDamage to asset
Loss of productionCost of failure
Environmental effectsPublic image
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Boiler Inspection
A boiler inspector is a professionally trained and
examination of boilers.
While every boiler should be professionally inspectedannually, there is more than one type of inspectionmade by an inspector.
Jurisdictions and insurance companies recommend that,
externally, while not under pressure.
An external inspection while the boiler is under pressure issuggested midway between the annual inspections.
Boiler Inspection
An internal boiler inspection consists of all watersideareas of the vessel steam, blow-off, and waterconnections), and fireside conditions, as well asdearators, superheaters, and economizers.
While evidence of internal corrosion and scale, leaks,overheating, and flame impingement are noted anddocumented in the boiler inspector's report, the rootcause may require additional resources.
ot t e owner operator an t e water treatment consu tantare this resource, playing an active role at this inspection,and in any subsequent adjustments made tot he boilermanagement program.
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UT Inspection of Boiler Tubes
EMAT Guided WaveBoiler, Heater &Furnace Tube Applications
100% High Speed Flaw Detection in Tubes
Chromium Depletion Detection
Tube Imbrittlement Detection
Corrosion Detection caused by Flame
Impingement
U-Bend Inspection for Corrosion and Wall loss
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Inspection and Assessment of Critical
Boiler Components Steam Drum Assessment: Inspection and testing focuses on detecting
.
The preferred nondestructive examination (NDE) method iswet fluorescent magnetic particle testing (WFMT). BecauseWFMT uses fluorescent particles that are examined underultraviolet light, it is more sensitive than dry powder typemagnetic particle testing (MT) and it is faster than liquid dyepenetrant testing (PT) methods.
WFMT should include the ma or welds selected attachmentwelds, and at least some of the ligaments.
If locations of corrosion are found, then ultrasonic thicknesstesting (UT) may be performed to assess thinning due to metalloss.
In rare instances, metallographic replication may be performed
Inspection and Assessment of Critical
Boiler Components Headers Boilers designed for temperatures above 900F (482C) can
have superheater outlet headers that are subject to creep thep as c e orma on s ra n o e ea er rom ong- ermexposure to temperature and stress.
For high-temperature headers, tests can include metallographicreplication and ultrasonic angle beam shear wave inspectionsof higher stress weld locations.
Industrial boilers are more typically designed for temperaturesless that 900F (482C) thus failure is not normally related to
.
Lower temperature headers are subject to corrosion or possibleerosion.
Additionally, cycles of thermal expansion and mechanicalloading may lead to fatigue damage.
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Inspection and Assessment of Critical
Boiler Components Headers Assessment: The nondestructive examination (NDE) methodshould include testing of the welds by magnetic particle testing(MT) or by wet fluorescent magnetic particle testing (WFMT).
In addition, it is advisable to perform internal inspection with avideo probe to assess waterside cleanliness, to note anybuildup of deposits or maintenance debris that could obstructflow, and to determine if corrosion is a problem.
Inspected headers should include some of the water circuit.
If a location of corrosion is seen, then ultrasonic thickness
testing (UT) to quantify remaining wall thickness is advisable.
Inspection and Assessment of Critical
Boiler Components Tubing By far, the greatest number of forced outages in all types of
boilers are caused by tube failures.
Failure mechanisms vary greatly from long term to short term.
Superheater tubes operating at sufficient temperature can faillong term (over many years) due to normal life expenditure.For these tubes with predicted finite life, the NOTIS test andremaining life analysis software (Babcock & Wilcox) wouldbe useful.
Most tubes in the industrial boiler do not have a finite life due
o e r empera ure o opera on un er norma con ons. Tubes are more likely to fail because of abnormal deterioration
such as water/steam-side deposition retarding heat transfer,flow obstructions, tube corrosion [inside diameter (ID) and/oroutside diameter (OD)], fatigue, and tube erosion.
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Inspection and Assessment of Critical
Boiler Components Tubing Assessment: Tubing is one of the components where visual examination isof great importance because many tube damage mechanisms lead to visual
, , , .
The primary nondestructive examination (NDE) method for obtaining dataused in tube assessment is contact ultrasonic thickness testing (UTT) fortube thickness measurements. Contact UTT is done on accessible tubesurfaces by placing the ultrasonic transducer onto the tube using a couplant,a gel or fluid that transmits from the ultrasonic transducer sound into thetube. Variations on standard contact UTT have been developed due toaccess limitations. Examples include:
Internal rotating inspection system (IRIS)-based techniques in which
rotating mirror to scan tubes from the IDespecially in the areaadjacent to drums.
Laser-Optic Tube Inspection System (LOTIS) technology is capable ofvery accurately mapping and quantifying internal tube damages such asPitting, Corrosion, Erosion, Open Surface Cracking, Bulging, Denting,etc.
Inspection and Assessment of Critical
Boiler Components Piping Main Steam For lower temperature systems, the piping is subject
to the same damage as noted for the boiler headers.,
become damaged from excessive or cyclical system loads.
Assessment: The nondestructive examination (NDE) method ofchoice for testing of external weld surfaces is wet flourescentmagnetic particle testing (WFMT). Magnetic particle testing (MT)and penetrant testing (PT) methods are sometimes used if lighting orpipe geometry make WFMT impractical.
Non-drainable sections, such as sagging horizontal runs, are subject
.internal video probe and/or ultrasonic thickness testing (UTT)measurements.
Volumetric inspection (i.e., ultrasonic shear wave) of selectedpiping welds may be included in the NDE. However, concerns forweld integrity related to the growth of subsurface cracks is aproblem associated with creep of high temperature piping and is nota concern on most industrial installations.
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Inspection and Assessment of Critical
Boiler Components Piping Feedwater A piping system often overlooked is feedwater piping.Depending upon the operating parameters of the feedwater system,
, ,corrosion or flow assisted corrosion (FAC). This is also referred toas erosion-corrosion. If susceptible, the pipe may experiencematerial loss from internal surfaces near bends, pumps, injectionpoints, and flow transitions.
Ingress of air into the system can lead to corrosion and pitting.
Out-of-service corrosion can occur if the boiler is idle for longperiods.
ssessmen : nterna v sua nspect on w t a v eo pro e srecommended if access allows. NDE can include MT, PT, or
WFMT at selected welds. UTT should be done in any locationwhere FAC is suspected to ensure there is not significant piping wallloss
Inspection and Assessment of Critical
Boiler Components Deaerators
Overlooked for many years in condition assessment,
have been known to fail catastrophically in bothindustrial and utility plants.The damage mechanism is corrosion of shell welds,which occurs on the inside diameter (ID) surfaces.
Assessment: Deaerators welds should have a
. All internal welds and selected external attachment
welds should be tested by wet fluorescent magneticparticle testing (WFMT).
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Boiler Inspection/Maintenance Checklist
Description CommentMaintenance Frequency
Daily Weekly Monthly Annually
inspection
equipment is operating and that safety systems are
in place.
X
Check
lubricating all
components
Compare temperatures with tests performed after
annual cleaning. X
Check steam
pressure
Is the variation in steam pressure as expected under
different loads? Wet steam may be produced if the
pressure drops too fast.
X
Check unstable
water level
Unstable levels can be a sign of contaminates in
feedwater, overloading of boiler, or equipment X
.
Check burner Check for proper control and cleanliness. X
Check motor
Conditiontemperatures
Check for proper function.
X
Check oi l fi lters Check and clean/replace oil f il ters and s trainersX
Boiler blowdown Verify the bottom, surface and water column blow
downs are occurring and are effective. X
Boiler Inspection/Maintenance Checklist
Description CommentMaintenance Frequency
Dail Weekl Monthl Annuall
Check all relief valves Check for leaks. X
Check water level
control
Stop feedwater pump and allow control to stop fuel flow
to burner. Do not allow water level to drop below
recommended level.
X
Check pilot and
Burner assemblies
Clean pilot and burner following manufacturer's
guidelines. Examine for mineral or corrosion buildup.X
Check boiler
Operating
characteristics
Stop fuel flow and observe
flame failure. Start boiler and observe
characteristics of flame.
X
Inspect system Look for: leaks, defective valves and traps, corroded
for water or steamleaks
piping, and condition of insulation. X
Inspect all linkages
on combustion air
dampers and fuel
valves
Check for proper setting and t ightness.
X
Inspect boiler for
air leaks
Check damper seals.X
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Boiler Inspection/Maintenance Checklist
Description Comment
Maintenance Frequency
Daily Weekly Monthly Annually
Flue gases Measure and compare last months readings for flue gas
composition over entire firing range.X
air supply
to make sure openings are adequate and clean.X
Check fuel
system
Check pressure gauge, pumps, filters and t ransfer
lines. Clean filters as required.X
Check belts
and packing
glands
Check belts for proper tension. Check packing
glands for compression leakage. X
Check for air
leaks
Check for air leaks around access openings and
flame scanner assembly.X
Check all
blower belts
Check for tightness and minimum sl ippage.X
Check all gaskets Check gaskets for tight sealing. Replace if they do
not provide a tight seal.X
Inspect boiler
insulation
Inspect all boiler insulation and casings for hot spotsX
Steam control
valves
Calibrate steam control valves as specified by
manufacturer.X
Pressure
reducing or
regulating valves
Check for proper operation.
X
Boiler Inspection/Maintenance Checklist
Description CommentMaintenance Frequency
Daily Weekly Monthly Annually
Clean waterside
surfaces
Follow manufacturer's recommendation on cleaning
and preparing waterside surfaces.X
Cl ean Fol low manufact urer's recommendat ion on cleani ng
fireside and preparing fireside surfaces.
Inspect & Repair
Refractories
on fireside
Use recommended material and procedures.
X
Relief valve Remove and recondition or replace relief valves. X
Feedwater
system
Clean and recondition feedwater pumps. Clean
condensate receivers and deaeration system.X
Fuel system Clean and recondi tion system pumps, fi lters, pilot , oi l
preheaters, oil storage tanks, and other system
components.
X
Electricalsystems Clean all electrical t erminals. Check electroniccontrols and replace any defective parts. X
Hydraulic And
Pneumatic
valves
Check operation and repair as necessary.
X
Flue gases Make adjus tment s t o ensure opt imal fl ue gas
composition.
Record composition, firing position, and temperature.
X
Eddy
current test
As required, conduct eddy current test to assess tube
wall thickness.X
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Material Aging and Degradation
Materials aging and degradation typically increaseas a function of increasing temperature and time inservice.
As essential equipment ages, the plant operatorand owner must determine if they can continue tooperate it safely and reliably to avoid injuries to
plant personnel and to the public, damage to theenvironment and business losses.
Fitness for service assessment can be used to
evaluate equipment and piping systems, and makedecisions based on sound, established engineering
principles.
Material Degradation Mechanisms Material degradation mechanisms include:
General corrosion,
Loca ze corros on,
Erosion-corrosion (conjoint corrosion).
Pitting and crevice corrosion,
Hydrogen attack,
Embrittlement,
Stress corrosion cracking,
, High-temperature creep, and
Mechanical distortion.
These degradation mechanisms affect mechanicalintegrity
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Deterioration / Degradation
Macroscopic damage such as dents or gouges,
u g ng, e orma on.
General or localized wall thinning and pitting.
Material flaws, cracks, and welding defects.
Degradation of material properties due to
c anges n e ma er a m cros ruc ure.
Corrosion -1 Corrosion is caused by electro-chemical processes
in which a metal reacts with its environment toform an oxide or compound by the formation ofcells comprising:
an anode (the deteriorating metal),
a cathode (adjacent metal),
a conducting solution (acid / salts).
It can occur both internally and externally topipelines, vessels, plant, machinery, structures andsupports.
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Corrosion - 2
The materials selection philosophy aspect of thedesign phase of all plant and structures should takeinto account the:
anticipated service conditions (pressure,temperature and atmosphere), and
the contents of the system in order to eitherminimize corrosion or to make adequateallowances for it in the form of additional
.
The initial corrosion on some metals creates animpervious coating which prevents furthercorrosion taking place.
General Corrosion
Corrosion or degradation of material exposed to
the air and its pollutants rather than immersed in aAtmospheric
Corrosion of metals generally over the entireGeneral
Caused by an externally induced electrical currentStray-
current
Corrosion that occurs when a metal or alloy is
electrically coupled to another metal or
conducting non-metal in the same electrolyte
Galvanic
liquid
General/Uniform
Corrosion: Corrosive
attack dominated by
uniform thinning due to
even regular loss of metal
from the corrosion
surface.
Other forms
Carburization
Sulfidation Corrosion by direct reaction of
exposed metals to oxidizing
agents at elevated temperatures
Oxidation
High-
temperature
Corrosion of metals due to molten or fused saltsMolten salt
The predominant standardutilized for general
corrosion assessment is
ASTM G31
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Localized Corrosion
Occurs on metallic surfaces coated with thin
Extremely localized corrosion marked by thePitting
Corrosion in narrow openings or spaces in metal to
metal or non-metal to metal component sitesCrevice
organ c m, yp ca y . mm c ,
characterized by the appearance of fine
filaments in semi-random directions from one
or more sources
Filiform
Localized Corrosion: all
or most of the metal
loss occurs at discrete
Cases where biological organisms are the sole causeor an accelerating factor in the localized
corrosion
Localizemicro
biological
Environmentally Influenced Corrosion
Occurs when the corrosion rate of the grain
boundary areas of an alloy exceeds that of
the grain interiors
Intergranular
Metallurgically influenced
corrosion: form of
attack where metallurgy
plays a significant role
A form of corrosion characterized by thepreferential removal of one constituent of
an alloy leaving behind an altered residual
structure
Dealloying
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Mechanically Assisted Degradation
Removal of surface material by the action of
Occurs on a metal surface in contact with a
Combined wear and corrosion between
contacting surfaces when motion between
the surfaces is restricted to very small
amplitude oscillations
Fretting
numerous individual impacts of solid or
liquid particles
Erosion
Mechanically assisted
degradation: form of
attack where velocity,
abrasion,
Occurs in metals as a result of the combined
action of a cyclic stress and a corrosive
environment
Fatigue
qu , pressure erent a s generate gas or
vapor bubbles which upon encountering
high-pressure zones, collapse and causeexplosive shocks to the surface
av tat on
Water drop
impingement
hydrodynamics etc.
play a major role
Environmentally Induced Cracking
Service failures in engineering materials that
Brittle failure of a normally ductile metal
when coated with a thin film of a liquid
metaland subse uentl stressed in
Liquid metal
embrittlement
Results from the combined action of
hydrogen and residual or tensile stress
Hydrogen
damage
occur by slow environmentally induced
crack propagation
Stress cracking
Environmentally induced
cracking: forms of
cracking that are
produced in the presence
of stress.
occurs below the melting point of the solid in
certain liquid metal embrittlement
couples
Solid metal
embrittlement
tension(Stress Corrosion Cracking)
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Corrosion of Membrane Tubes
Crevice Corrosion
occurs within crevices and other shieldedareas on metal surfaces exposed tocorrosives.
This type of attack is usually associated
caused by holes, gasket surfaces, lap joints,surface deposits, and crevices under boltand rivet heads.
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Crevice Corrosion Example
Gasket (crevice) corrosion on a large stainless steel pipe flange.
Erosion-Corrosion
the presence of a moving corrosive fluid, leading to
the accelerated loss of material.
Flow velocity is an important
environmental factor. Its effect
is especially pronounced in
chemical processing, petroleum,
marine, and power plants, which
handle fluids of all kinds.
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Erosion-corrosion
This form of corrosion is deterioration of metal caused
electrochemical attack.
Erosion is caused by relative motion between the
corrosive processing medium and the metal surface.
The electrochemical attack is caused by the surface
- -
vis the corrosive fluid.
The protective film on the metal surface is swept
away by rapid movement of the processing fluid.
Erosion-corrosion
In Power Plant Piping Major failures have occurred in piping due to single-
- - .
Significant variables include: temperature of water or
steam, pH, oxygen content of fluid, quality of steam,
flow velocity, quality of oxide layer on inner surface
of the pipe, chemical composition of the steel pipe.
-water, elbows, tees, etc., in wet steam.
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Erosion-corrosion
In Power Plant Piping - 2Factors mitigating erosion-corrosion:
pH (>9.0 is best),
Oxygen content (50 ppb),
Piping design/layout changes to improve flowgeometries.
-.resistant to single-phase erosion-corrosion
while austenitics are resistant to wet steam).
Erosion Failure of Superheater TubeThe fish-mouth type rupture occurred after 15 years of service.
1) Visual Examination
The preliminary visual examination revealed a distinct ridge or
of the bend near the tangent point and
on the side opposite from direction of
gas flow.
step, which had been sculpted into the tubing wall. This ridgeis physical evidence of the effects of erosion.
2) Dimensional Analysis
Wall thickness measurements indicated that there had been almost no wall loss a short
distance away from the rupture. In contrast, wall thickness measurements taken in the
immediate vicinity of the rupture revealed significant and highly localized wastage
corresponding to a 91% loss of original wall thickness.
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Susceptibility of Stainless Steels to
SCC Copson CurveNot all stainless steels are equally
susceptible to SCC.
Copson determined that a direct
relationship exists between the time to
failure and the nickel content.
The stainless steel nickel content with
the most potential is 8%, which is the
same content of the workhorse of the
, .
Improvements in time to failure come
from selecting an alloy with very lownickel, such as TP 439, or very high
nickel, such as the 6% molybdenum
containing alloys or alloy 20. The high
nickel alternative can be very expensive.
Critical Crevice Temperature and Maximum Chloride
Levels Versus PREN of Various Stainless Steels
Crevice corrosion is commonly
measured by the ASTM G 48 test.
A hi her CCT indicates more corrosion
resistance
Kovach and Redmond developed
relationships between the PREN and
the G 48 critical crevice temperature
(CCT) and plotted the relationships.
This Figure is a modified version to be
used as a tool for comparing alloys and
determining maximum chloride levels
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Fatigue
Fatigue only takes place if the load is alternating.
,
alternating stresses can be registered:
1. Mechanical stresses due to change in pressure or to
changing system stresses.
2. Thermal stresses due to temperature differences through
the component wall thickness. These stresses become only
significant when the wall thickness is larger than 45 mm.
3. Stratification due to temperature differences on twoopposite spots on the component.
Creep Failure Bulged TubesBoiler superheater and firedheater tubes frequently fail
,combination of the two.Other failure modes includeerosion-corrosion, metaldusting, vibration, and locallife-limiting conditions such
,scale/coke build-up, etc.
Tube swelling is evidencethat significant consumptionof creep life has taken place.
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Creep Rupture of Superheater TubeThe failed superheater tubing contained a relatively thick-lipped, fish-mouth typerupture. The rupture was located on the hot side of the tubing, adjacent to a butt
weld. The tubing from which the sample was taken was specified to be 2.125" OD x
"
Based on the results of the destructive examination, it was established that the SH
tube had failed due to the effects of advanced creep-rupture damage, which was the
result of long-term overheating.
. , - , - .
The SH tube also contained a circumferential fracture that had resulted in the
complete separation of the tubing at the location of the tube-to-tube butt weld.
However, the results of the destructive examination demonstrated that this fracture
was the result of consequential damage and was not the primary failure site.
Creep Rupture of Superheater Tube
Key Findings of Analysis:1. As with some of the previous overheating failures, there were
longitudinal grooves running adjacent to and parallel with the rupture.These grooves were determined to be the secondary effects of creeprupture damage.
2. Examination of the inner surface revealed a relatively thick layer ofpartially exfoliated steamside scale along both sides of the element,with evidence of longitudinal grooving within the scale layer. Thisgrooving resulted when the steamside scale fractured as the tubingswelled.
3. Measurements of the outer diameter and inner diameter indicated thatthere had been a significant amount of swelling, both at a locationimmediately adjacent to the rupture and at a location far removed fromthe rupture. The tubing near the rupture had swelled approximately3%, while the tubing far removed from the rupture had swelledapproximately 2%.
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Idealized Creep Curve and Corresponding
Microstructural Damage
Stress Corrosion CrackingStress corrosion cracking (SCC) is the formation of brittle
cracks in a normally sound material through the simultaneous
Three factors must be present simultaneously for SCC to occur.
StressMaterial
ac on o a ens e s ress an a oca ze corros ve env ronmen
Examples include:
Steel: SCC in caustic (high
Environment
SCC, .
SS and Al alloys: SCC insolutions containing chlorides.
Ti-alloys: SCC in nitric acidor methanol.Corroding media;
Temperature
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Stress Corrosion Cracking
The three components necessary for stress-corrosion cracking
1. susceptible material,
2. contaminant to which the subject material is vulnerable and,
3. a tensile stress.
Stress Corrosion Cracking (SCC)
Transgranular Cracking in TP
304N Feedwater Heater Tubing
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Stress Corrosion Cracking
With regard to possible contaminants, either caustics orchlorides can produce cracking with the microstructuralea ures o serve n e a e s a n ess u e. oug
chloride-induced SCC is common in stainless steelcomponents, caustic SCC can occur over a substantiallybroader range of temperatures and should not be dismissedwithout careful consideration of all possible sources ofcontamination.
Even a relatively small amount of a caustic, such as sodium, inthe ori inal source water can be a ressive when concentrated.
With regard to the tensile stress component of the damage,possible sources of stress include local residual stressesassociated with tube manufacturing (i.e. rotary straightening ofthe tube), bending, or with welding (i.e. welded attachments).
Stress Corrosion Cracking
If one tube fails due to SCC it is very likely, given the natureof the damage, that a number of tubes will have been affected.
If the unit is returned to service before all significant damageis identified, then failures will continue to occur.
Therefore, tubing should be inspected using the appropriateNDE techniques to detect badly cracked tubes forreplacement.
poss e sources o contam nat on s ou e rev ewein an effort to identify the contaminant and to determinehow the contaminant entered the damaged area so that therisk of similar problems can be eliminated during futureoperation.
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Flow Accelerated Corrosion (FAC) FAC is a chemical/corrosion process involving the dissolution
of the protective oxide layer along the ID surface of a
componen .
The partial or complete removal of the protective oxide results
in a rapid thinning of the component wall, until eventually the
remaining wall thickness is insufficient to contain the internal
pressure and rupture occurs.
The FAC failure shown in the photograph
occurred in an economizer nipple tube.
Flow Accelerated Corrosion (FAC)
FAC typically occurs in the temperature range of , ,
mostly commonly found in economizer tubing, lowpressure evaporator tubing, and drum internals.
In addition, the propensity for forming FAC damageis greater in areas of high turbulence, such as would
be found at a nipple connection.
n ncrease n ur u ence resu s n an ncrease n e masstransport of ferrous ions away from the oxide/fluidinterface, which increases the diffusion gradient.
This results in a more rapid rate of diffusion of ionsthrough the oxide layer and into the flowing fluid.
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Flow Accelerated Corrosion (FAC)
1. The key evidence indicating single phase FAC as the cause of the failure was a
series of overlapping elongated pits.
This type of pitting often is referred to as horseshoe-shaped pitting.
The obvious orientation to the pitting is a reflection of the influence of the fluid
flow on the pattern of ID attack.
2. Aside from the evidence of FAC, there was no indication of any other damage
mode. Specifically, there was no evidence of a shallow cold worked layer along the
ID surface of the tube, indicating that the wastage was not due to erosion-corrosion,
in which particle impact is responsible for the removal of the protective oxide film.
Flow Accelerated Corrosion (FAC)
Modifications addressing temperature and/or turbulencetypically are not feasible and, therefore, the primary approachto solving problems with FAC is to address the issue of waterchemistry.
The feedwater pH must be carefully controlled and, if possible,oxygen scavengers such as hydrazine should not be employed.
If changing the water chemistry is not an option, then anotherapproach might be to use tubing materials that are more
.
Steels with a higher level of residual chromium and/ormolybdenum (e.g. SA-213, T11) tend to form a more protectiveoxide layer and, therefore, often are highly resistant to attack byFAC.
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Short Term Elevated Temperature
Tensile StrengthFor all materials used in boiler construction, the strength decreases as
tem erature increases. This Table lists the short-term tensile stren th for
Test Temperature, oFTensile Strength, psi
SA192 SA213 TP321H
80 55,000 84,000
300 59,000 68,000
500 59 500 62 500
SA192 and SA213 TP321H that illustrates this point.
700 52,600 60,000
900 41,000 56,000
1100 20,000 49,300
1300 9,900 38,000
1500 5,600 23,000
Short Term Overheating Failures
The simplest explanation for all "short-term"
when the tube metal temperature rises so that the hoopstress from the internal steam pressure equals the tensilestrength at elevated temperature, rupture occurs.
For example, in a super-heater of SA192 tubes, with adesigned metal temperature of 800oF, theASME Boiler andPressure Vessel Code gives the allowable stress at 800oF as
9,000 psi. If the tube-metal temperature should rise to atemperature of around 1300oF, the hoop stress would beequal to or slightly greater than the tensile strength at1300oF, and failure would occur in a few minutes.
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Short Term Overheating Failures
The balance between heat flow and fluid flow can be upsetfrom either side; too much heat flow or too little fluid flow.
In a waterwall tube, steam forms as discrete bubbles, nucleateboiling. When the bubble is large enough, the bubble is swept away by the
moving fluid, and the cycle repeats.
At too high a heat flux or too low a fluid flow, steam-bubble formationis too fast for removal by the moving fluid. Several bubbles join toform a steam blanket, a departure from nucleate boiling, DNB. Heattrans er t roug t e steam an et s poor steam s an exce entinsulator) and tube-metal temperatures rapidly rise and failure occurs
quickly. In a superheater or reheater, DNB cannot occur as only steam
super heating takes place, no boiling. However, short-termoverheating failures do occur but usually during start-up.
Short Term Overheating Failures
Boiler operational problems that can lead to these short-termhigh-temperature failures include, among others:1. Flame impingement from misaligned or worn burners that leads to the
formation of a steam blanket, as the local heat flux is too great for thefluid flow through the tube.
2. Blockage of a superheater tube with condensate or foreign materialthat prevents steam flow. These problems are more frequent duringstart-up.
3. Reduced flow in either a water or steam circuit that leads to inadequate. , ,
dents from slag falls or ruptured tubes, and partial blockage fromdebris or other foreign matter are some of the more obvious causes.
4. Foreign objects, broken attemperation- spray nozzles, for example, inheaders that partially block a superheater or reheater tube.
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Short Term Overheating Failures
Regardless of the location within the boiler that these failuresoccur, the appearance is similar.
There is a wide-open burst with the failure edge drawn to a nearknife-edge condition, and
the length of the opening four or five tube diameters.
These failures display considerable ductility; the thinning at thefailure lip may be more than 90% of the original wall at theinstant of rupture.
indicate the peak temperature at the time of failure.
For ferritic steels there is a transformation from ferrite and ironcarbide or pearlite, to ferrite and austenite. This temperature isreferred to as the lower-critical transformation temperature andoccurs at 1340oF or higher, depending on the exact alloycomposition.
Boiler Tube Corrosion MechanismsExample