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1Pipework Integrity
Neil Henry
Senior Consultant
ABB Engineering Services
OPERA Meeting
Pipework Integrity.
March. 2006
Deterioration Management
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! Eutech Engineering Solutions Ltd. established in 1993 as a subsidiary of
ICI. Domain knowledge from:
! Chemicals
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(ISO 9001)
! Feb 2001, ABB buys Eutech
ABB Engineering Services
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3ABB Engineering Services offering
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Throughout the asset lifecycle
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4ABB Engineering Services customers
Paints
®
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5Materials Engineering
Why is it important ?
Ageing process plant
Life prediction
Reliability
Repair methods / costs
Corrosion
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6Materials Engineering
What does a materials engineer do ?
Specify materials of construction
Evaluate performance in service
Investigate failures
What are the benefits ?
Optimised materials of construction (cost, life cycle,
maintenance & inspection repairs)
Integrity management for process plant
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7Materials Engineering
Regulatory requirements
PSSRCOMAHIPPC
Competitive business pressure
Assets working harder (for longer)Confidence in condition / availabilityOptimising materials for environment
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8Materials Engineering
Why do materials deteriorate ?
Exposure to excessive severe conditions
e.g. Temperature
Load / Pressure
Process operations
Flow rates
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9Failure Statistics
0
5
10
15
20
25
30
35
Nu
mb
er
of
fail
ure
s
Types of failure
Failure Mechanism: Frequency rate UK.N.W.
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Failure Statistics
0
10
20
30
40
50
60
70
80
Nu
mb
er
of
occu
ran
ces
Operation Design Maintenance Fabrication Repair Ageing
Reason for failures
Cause of failure: Frequency rate UK. N.W.
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Pipework degradation
In order to control degradation processes it is necessary to
understand them
! What are the mechanisms?
! Where do they arise?
! What factors influence rate?
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Pipework degradation
! How can they be detected
! How it can be managed
! Holistic approach to address root
causes
! Examples from our archives
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Mechanisms
Deterioration mechanisms
! Corrosion
! Internal
! External
! Dissolving metal - reducing thickness
! Internal corrosion is related to operating regime
! Specification is usually good
! Deterioration may occur from weakness in design
! Fabrication & Commissioning
! Operation “changes”
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Mechanisms
Deterioration mechanisms
! External corrosion is from moisture (or external leak)
! “Water” is electrolyte for corrosion process
! Material dependant (c steel, austenitic & duplex ss)
Other common mechanisms:
! Environmental cracking, Fatigue, Erosion, Mechanical
overload, “Metallurgical” changes
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Mechanisms
Most common problems
! Corrosion under “insulation” (carbon steel)
! Stress corrosion cracking (stainless steel) under insulation
! Corrosion at supports
! General corrosion
! Local environments
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Corrosion damage
! Corrosion at support
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Figure 5: Defect indications previously located using ECT
and revealed by LPFD.
ECT measured the depth at 1mm.
Spool 1, Area 2
3” Pipe
External Pitting & SCC in Stainless Steel
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Internal corrosion
96% Sulphuric Acid
316 Stainless Steel
Failed after < 6 month operation
Pitting through wall
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Mechanisms
Failure of small bore branches
! External corrosion (small size, thinner wall)
! Unusual internal corrosion process (stagnant condition)
! Cyclic loading leading to fatigue
High vulnerability:
! Thermal or mechanical fatigue or process changes in
local environment
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Managing the Problem
Criticality Reviews}
} Used to set priorities
“RBI” Evaluations }
BUT NEED TO HAVE KNOWLEDGE OF:
• potential for deterioration
• highest vulnerability
• environment and operating regime to optimise the task
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The Deterioration Rview (examples)
Item /
Line
Process stream
composition +
contaminants
Temp C/
Press psi
Materia
lsDeterioration Process
Current condition
monitoring
Future
cond.
Monitor-
ing
Future effect
on material
3001
Mainly Platfinder
prod +reformate
from 8000 unit,
N2 blanketed. S
free.
Amb C steel General PVI PVINone
anticipated
HHS-066-
011
Pipework to
vessel
Sulphuric Acid
98%
100
3.2 / FV
psiSS316
L
Issues about nozzles! As per 03-
113-00. H2SO4 pipework pulses
(pulsation damper) and moves at
high level (investigate why) – dye
pen welds on bands to look for
fatigue
PM 12 month
Clean off deposits
and inspect
branches. Internal
inspection through
m/way
Acid
concentration
changes.
Vibration on
vessel & pipe
supports
HHS-066-
11
Heat exchanger –
Plate cooling
Acetonised
Solution
10 psi
100 / -30
SS316
L
Small potential for det. Pitting
leakage would be CTW into process.
No evidence of corrosion in filters
before heat exchanger
Examine during
routine maintenance
No other
inspection
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Rates of attack
Accelerating factors
! Nominal corrosion rate, c steel in atmosphere, 0.1 to
0.2mm/yr. external corrosion
! Limited risk of pitting in S Steel
! Examples of direct influences
! Temperature of surface; 10°C rise, 2 x rate
! Design features; crevices, supports
! Graph & table, on next slide
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Rates of attack
insulated
insulated & steam
carbon stl/ traced
temperature bare ferritic / ferritic carbon/ferritic
deg C alloys/steel alloys alloys
0 0 0 0
10 0.07 0.06 0.1
20 0.15 0.11 0.19
30 0.17 0.17 0.28
40 0.185 0.22 0.37
50 0.2 0.31 0.46
60 0.22 0.43 0.55
70 0.24 0.54 0.64
80 0.26 0.66 0.73
90 0.28 0.78 0.82
100 0.3 0.89 0.91
110 0 1 1
120 0 0.75 0.75
130 0 0.5 0.5
140 0 0.37 0.37
150 0 0.25 0.25
160 0 0 0
corrosion under insulation rates
0
0.2
0.4
0.6
0.8
1
1.2
0 10 20 30 40 50 60 70 80 90 100
110
120
130
140
150
160
temperature deg C
co
rro
sio
n r
ate
mm
/an
nu
m
bare ferritic steels/alloys insulated carbon/ferritic alloy steels
insulated and steam traced
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Factors Influencing Corrosion Rates
For example
! Time in contact with surface -
drying out
! Deposition of solids
! Contaminants in the “water”;
acidity / alkalinity
! Concentration mechanisms (for s
steel)
! Cooling tower drift
! Steam traps
! Leaks
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Detection methods
Prioritisation of Activities – “confidence in condition”
! Standards of fabrication
! Evaluation of operating conditions & materials
! History
! Sampling examination & thickness testing
! Establish basis of examination process
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Detection methods
External Corrosion
! Thorough visual examination first
! Screening techniques
! Moisture detection
! Long range U/S
! Profile radiography
! Eddy current testing
! Selective thickness testing / Dye penetrant
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Control of deterioration
Managing integrity
! The extent of pipework systems is
very large & difficult to manage
! Prioritisation based on
! Fluid hazard
! Potential for deterioration
! Hazard related to fluid escape
! Potential for deterioration is a function of
! Pipe Material, conditions & temperature
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Evaluation of outfall line
! 10 years old
! Limited history
! Not inspectable:
part buried, part submerged
! Review of design, coatings and protection
! Evaluation of environment internally and externally
! Conclusion of low risk of failure in 10 years
and improvements to extend life
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Heat transfer fluid line
! Operating temp 410°C
! Carbon steel, insulated
! 10 years service
! No nominal risk of corrosion
When inspected:
! Metal loss of half wall thickness
found
! Line was a by pass - only used
at start up
! Actual operating temp at mid
point 80°C
! Pipe was a convenient access
point for maintenance
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High temperature hot water
! System 20 years old
! Lagged carbon steel and (some) stainless
steel
! Operating temperature circa 110°C
! Numerous leaks over several years
! Intent to replace at £550K minimum capital
! Review identified CUI at poor lagging and cyclic duty items
! System was zoned into categories of risk
! Sampling NDT by Neutron back scatter & eddy current
techniques + sample removal
! Resultant replacement was <10% of system,
managed in shutdowns
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Actions to Manage Corrosion
Know what is important
Understand the relationship to the problem
Focus on expenditure for optimum results
Tackle the true root causes
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EXTRACT FROM REPORT of 12 PAGES
Conclusions
• Pipe failed due to chloride-induced stress corrosioncracking (SCC)
• Cracking originated on the outer surface of the pipe
• Lagging had clearly been wetted producing an acidchloride solution
• Pipe material Type 302 or 304 not the specifiedType 316 alloy
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EXTRACT FROM REPORT of 12 PAGES
Recommendations
• Recommendations were made after failed pipe in2000. Same advice applies
• Hot lagged pipes must have a protection system
• The NACE1 document, RPO198-98
• Epoxy/phenolic or high temperature amine-curedcoal tar epoxy
• Notwithstanding the fact that Type 316 stainlesssteel would probably have failed in the same manner
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ABB Recommendations
(Mechanism was agreed as correct)
Maintenance standards
" Correct gaskets
" Missing bolts
" Refit supports
" Repair external leaks
" Renew lagging and aluminium foil
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ABB Recommendations
Operating Review
" Identify leaks on process “rounds”
" Change flow controls and temperatures
" Identify redundant equipment / systems
" Operating controls for valves
(Repair and maintenance training required)
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Pipework integrity - conclusions
Confidence in pipework condition by:
! Review to identify vulnerable areas
! Selective replacement only on problem areas
! Elimination of root causes eg
! Operation and maintenance issues
! Design faults
! Inadequate lagging
! MANAGEMENT OF DETERIORATION STRATEGY – USING
KNOWLEDGE TO SAVE MONEY