HAK IP pres (2).xlsx
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The significance of IP inspection in a ‘zero-defect’ PIMS
• Significance of the POF specification• Creation of certainty• Corrosion growth (assumption) • Risk assessment and IP inspection• IP tool selection
Hugo van Merrienboer - TAQA Energy Netherlands
Remnant life prediction
• Operations window relevant degradation mechanism (corrosion, erosion, fatigue, mechanical damages, etc)
• Degradation features, morphology & dimensions
• POD of the degradation features by (IP) inspection
• Accuracy, precision & certainty of sizing
Hugo van Merrienboer - TAQA Energy Netherlands
Ingredients of remnant life prediction
• Time depending growth information• Probabilistic approach including uncertainties• Informatin of (internal) operations window• Information of external interferences• Pipe material mechanical properties
(statistical distributions)• Effectiveness Cathodic Protection• Risk evaluation and acceptance method
Hugo van Merrienboer - TAQA Energy Netherlands
IP Inspection & Remnant Life Prediction ?
you know you don't knowwhat you know what you know
IP Results (POD) Additional (uncertainty) analyses
The unpredictables !
you know you don't knowwhat you what you don't knowdon't know ' Sword fishes & Elephants'
(1 - POD) Leakage !!
The need of (additional) analyses
Hugo van Merrienboer - TAQA Energy Netherlands
Why ?
Hugo van Merrienboer - TAQA Energy Netherlands
Know what you know & don’t know POF specification
• Standardized variation of defect morphology• POD per defect morphology• Statistics: Precision and Accuracy• XL spreadsheet presentation
Hugo van Merrienboer - TAQA Energy Netherlands
Standardized defect morphology (example DMR IP Technique)
DMR
TEPNL H. van Merriënboer & A. Suurmond
EXP / MIN Seminar – April 2008
6
Circ. Grooving General
MV SD MV SD
5 Length -1,8 4,5 Length -0,6 5,9
Width -5,9 8,5 Width -5,2 11,8
Circ. Slotting Depth 0,3 0,9 Depth 0,7 0,8
MV SD POD 100 POD 100
4 Length -2,3 3,6
Width 5,3 7,4
Depth 2 2,2
W/A POD 100
3
Pitting
MV SD
Length 1,1 5,1
Width 2,8 5,6 Axial Grooving
2 Depth 0,2 0,8 MV SD
POD 100 Length 1,9 4,9
Width 4,8 5,7
Depth 0,6 0,8
POD 100
1
Pinhole (1) Axial Slloting
MV SD MV SD
Length -0,1 5,2 Length 1,5 5,9
Width 3,8 5,2 Width -1 0
Depth 1,2 2,4 Depth 5,2 2,4
POD 91 POD 81
0 1 2 3 4 5 6 7
L/A
Hugo van Merrienboer - TAQA Energy Netherlands
Probabilty of Detection (POD)
Hugo van Merrienboer - TAQA Energy Netherlands
POF – probabilistic validation
Hugo van Merrienboer - TAQA Energy Netherlands
Defect size correction
Hugo van Merrienboer - TAQA Energy Netherlands
Zero Defect Approach – Remnant Life Prediction
• Probabilistic correction of defect dimensions• Corrosion growth estimation/modelling• Implementation in pressure failure models
(preferably BS/DNV Tensile strength) • Failure modes: PH, Hole and Rupture• PH leakage is serious failure mode !!
Hugo van Merrienboer - TAQA Energy Netherlands
Example – 12”x 11,5 mm pipe line, Pdesign 101 bar, natural gas. Corrected defect dimensions at 99% confidence
Hugo van Merrienboer - TAQA Energy Netherlands
Corrosion growth estimated from largest defect depth
Hugo van Merrienboer - TAQA Energy Netherlands
Example Pitting
Hugo van Merrienboer - TAQA Energy Netherlands
Know what you know and know what you don’t know! IP inspection triggers mitigation actions to a remnant life approach
Hugo van Merrienboer - TAQA Energy Netherlands
Sequential IP runs, Example MFL and UT
Know what you don't know!!!!Comparison of sequential IP runs
IP run n IP technique A (MFL)
pipe nr X pipe nr: Xn1 pipe nr: X n2
Run 1
weld n weld n+1
IP log distance M IP run n
IP run n+1 IP Technique B (UT)
pipe nr X pipe nr: Xn1 pipe nr: X n ????
Run 2
weld n weld n+1
same IP log distance M IP run n+1
Line up !
Hugo van Merrienboer - TAQA Energy Netherlands
Sequential MFL and UT, sizing correction by POF data
Process of comparison of sequential IP runs:
Step 1 Lining up of girth welds & clock position.
Run 1 & 2 pipe nr X pipe nr: Xn1 pipe nr: X n2
a e hg
b k
c iweld n weld n+1
d
IP log distance M IP run n
Step 3 Uncertainty correction at sizing 90% certainty --> 2 x SD MFL --> + d 25% WT UT --> + 0, 5 mm WTL 40 mm L 20 mmW 40 mm W 20 mm
ae g
kb
c hweld n i weld n+1
d
Step 4 Comparison: probabilistic algoritm - Select a probabilty of a 'hit' A mfl n1 ᴖ A ut n2 > 80% g = h i = g c = d k = k a = aidem > 90% g = h i = g c ≠ d k = k a = a
A = 'surface W x L' at maximum dimensions at ' X' confidence level idem > 95% g = h i ≠ g c ≠ d k = k a = aidem > 99% e = e h = h i = i g = h i ≠ g c ≠ d e ≠ c i ≠ h k = k a = aidem > 50% g = h i = g c = d k = k a = aidem < 50% a = e b = e i = h e = d b = c a = b k ≠ k a ≠ a
Hugo van Merrienboer - TAQA Energy Netherlands
More complexities: longitudinal welded versus seamless pipe
Step 5 Know what you know! --> The difference between longitudinal welded and seamless pipe --> Compare apples and banana's ?
ae g
kb
c hweld n i weld n+1
d
Spiral/Longitudinal welded: accuracy MFL versus UT d nominalSD MFL = + 5 - 10% WT WT
SD UT = + 0,5 - 1 mm
ae g Pattern recognision!
---> Use to identify/characterize defectsk
bc h
weld n i weld n+1d
Seamless pipe: accuracy MFL versus UT SD MFL = + 25 - 30% WT Relative
Relative inaccuracy MFL !! (app. 2 - 4 mm).SD UT = + 0,5-1 mm Absolute
The thinner the pipe the larger the problem!
WT seamless piped nominal --> input for Pf calculation !!!!!
Hugo van Merrienboer - TAQA Energy Netherlands
Risk Assessment Subsea Pipe Lines – Production loss at various LOC morphologies (PH, Hole, Rupture)
Hugo van Merrienboer - TAQA Energy Netherlands
Long term consequence of IP tool selection.
Hugo van Merrienboer - TAQA Energy Netherlands
Estimation ‘risk business loss’ because of IP tool selection
Hugo van Merrienboer - TAQA Energy Netherlands
TAP: H.van Merrienboer - February 2015 (rev.0)
Safety - Integrity Risk Evaluation MatrixK 506-08 Failure probability Pipe Lines
P f = 1/Km.year = 10 E-n; En = exponent of 10 Suspected pinhole leakage
Safety EffectCost
Effect
< 10 E-5 ('nev
er hea
rd of it
')
10 E-5
< Pf <
10 E-4
('heard
of
in the in
dustry')
10 E -4
< Pf <
10 E-3
('heard
of
once per
year in
the in
dustry o
r once
at TAQA global'
)
10 E-3
< Pf <
10 E-2
(' has
happen
ed m
ore th
an once
per
year
at TA
QA Global')
> 10 E-2 ('h
as hap
pened
more
than
once per
year a
t TAQA Nethe
rlands')
Mitiga
tion Code
Sligth injury of health effect -Not effecting work performance or daily life activities - no first aid or medical case
< 10 E4
Minor injury or health effect - Effecting work performance - Work under restrictions -Take up to five days to fully recover - Effecting daily life activities up to 5 days - Reversible health effect - modified duty/restricted work case - LTI < 5 days
10 E4 < C < 10 E53) Section
replacement forrest crossing
1, 2) Situation 2012: Certainty after IP insp & hydr. Test
Situation 2015: Uncertainty
Corrosion growth effect ? - Section crossing dune
forrest
1, 2, 3
Moderate impact - Major injury or health effect - Effecting work performance > 5 days - Effecting daily life activities > 5 days - Inreversible health effect
10 E 5 < C < 10 E6
Major impact - Up to 3 fatalities and/or completely disabled and/or
occupational illness10 E6 < C < 10 E7
Massive Impact - More than 3 fatalities > 10 E7
Mitigation measures Mitigation Planning/costCode year/cost year/cost year/cost Cost Magnitude (Kϵ) Description
1 2015/25 Ke > 2016/5 Ke 5 Ke/y remnant life > 10 Corr. growth coupons2 NA NA 2017/200 ke > 100 IP inspection, excl. hydr.test.3 NA > 2016/10000Ke NA > 1000 Replacement pipe section
Hugo van Merrienboer - TAQA Energy Netherlands
TAP: H.van Merrienboer - February 2015 (rev.0)
Busines Loss - Integrity Risk Evaluation MatrixFailure probability Pipe Lines
P f = 1/Km.year = 10 E-n; En = exponent of 10 Suspected pinhole leakage
Business Cost Effect
< 10 E-5 ('nev
er hea
rd of it
')
10 E-5
< Pf <
10 E-4
('heard
of
in the in
dustry')
10 E -4
< Pf <
10 E-3
('heard
of
once per
year in
the in
dustry o
r once
at TAQA global'
)
10 E-3
< Pf <
10 E-2
(' has
happen
ed m
ore th
an once
per
year
at TA
QA Global')
> 10 E-2 ('h
as hap
pened
more
than
once per
year a
t TAQA Nethe
rlands')
Mitiga
tion Code
< 10 E4
10 E4 < C < 10 E53) Section
replacement forrest crossing
1,2 ) Situation 2012: Certainty after IP insp & hydr. Test
1,2 3
10 E 5 < C < 10 E6
Situation 2015: Uncertainty
Corrosion growth effect ? - Section
crossing dune forrest
10 E6 < C < 10 E7
> 10 E7
Mitigation measures Mitigation Planning/costCode year/cost year/cost year/cost Cost Magnitude (Kϵ) Description
1 2015/25 Ke > 2016/5 Ke 5 Ke/y remnant life > 10 Corr. growth coupons2 NA NA 2017/200 ke > 100 IP inspection, excl. hydr.test.3 NA > 2016/10000Ke NA > 1000 Replacement pipe section
Hugo van Merrienboer - TAQA Energy Netherlands
TAP: H.van Merrienboer - February 2015 (rev.0)
Environment - Integrity Risk Evaluation MatrixFailure probability Pipe Lines
P f = 1/Km.year = 10 E-n; En = exponent of 10 Suspected pinhole leakage
Environmental Effect
Estimated Cost Effect
< 10 E-5 ('nev
er hea
rd of it
')
10 E-5
< Pf <
10 E-4
('heard
of in th
e industr
y')
10 E -4
< Pf <
10 E-3
('heard
of onc
e per
year
in the i
ndustry
or
once at
TAQA gl
obal')
10 E-3
< Pf <
10 E-2
(' has
happen
ed m
ore th
an once
per
year
at TA
QA Global')
> 10 E-2 ('h
as hap
pened
more
than o
nce per
year
at TAQA
Netherlands')
Mitiga
tion Code
Sligth effect - Contained into premises
< 10 E4
Minor effect - Minor environmental damage, not lasting
10 E4 < C < 10 E53) Section
replacement forrest crossing
1, 2) Situation 2012: Certainty after IP insp &
hydr. Test
1,2,3
Moderate effect - limited environmental damage, that will persist or requires cleaning up
10 E 5 < C < 10 E6
Situation 2015: Uncertainty
Corrosion growth effect ? - Section
crossing dune forrest
Major effect - Severe environmental damage that requires extensive measures to restore its natural properties. Oil spill of more than 100 barrels
10 E6 < C < 10 E7
Massive impact - Persistant severe environmental damage - (Permanent) loss of commercial, recreational use or loss of natural recources over a wide area
> 10 E7
Mitigation measures Mitigation Planning/costCode year/cost year/cost year/cost Cost Magnitude (Kϵ) Description
1 2015/25 Ke > 2016/5 Ke 5 Ke/y remnant life > 10 Corr. growth coupons2 NA NA 2017/200 ke > 100 IP inspection, excl. hydr.test.3 NA > 2016/10000Ke NA > 1000 Replacement pipe section
Hugo van Merrienboer - TAQA Energy Netherlands
TAP: H.van Merrienboer - February 2015 (rev.0)
Reputation/Legislation - Integrity Risk Evaluation MatrixFailure probabilty Pipe Lines Failure Probability Pipe Lines P f = 1/Km.year = 10 E-n; En = exponent of 10 Suspected pinhole leakage
Reputation/Legislative Effect
Estimated Cost
Effect< 10 E
-5 ('never
heard
of it')
10 E-5
< Pf <
10 E-4
('heard
of in th
e industr
y')
10 E -4
< Pf <
10 E-3
('heard
of onc
e per
year
in the i
ndustry
or
once at
TAQA gl
obal')
10 E-3
< Pf <
10 E-2
(' has
happen
ed m
ore th
an once
per ye
ar at
TAQA Glob
al')
> 10 E-2 ('h
as hap
pened
more
than o
nce per
year
at TAQA
Netherlands')
Mitiga
tion Code
Slight impact - Remark at compliance with no legal
effects< 10 E4
1,2 Situation 2012: Certainty after IP insp &
hydr. Test
1,2
Minor impact - Official warning
10 E4 < C < 10 E53) Section
replacement forrest crossing
3
Moderate impact - Penalty - Licence to operatie in danger
10 E 5 < C < 10 E6
Situation 2015: Uncertainty
Corrosion growth effect ? - Section
crossing dune forrest
Major impact - National reputation damage - Local Lost of licence to operate
10 E6 < C < 10 E7
Massive impact - International reputation damage - National long term permit/licence to operate lost
> 10 E7
Mitigation measures Mitigation Planning/costCode year/cost year/cost year/cost Cost Magnitude (Kϵ) Description
1 2015/25 Ke > 2016/5 Ke 5 Ke/y remnant life > 10 Corr. growth coupons2 NA NA 2017/200 ke > 100 IP inspection, excl. hydr.test.3 NA > 2016/10000Ke NA > 1000 Replacement pipe section
Hugo van Merrienboer - TAQA Energy Netherlands
In summary:
Only probabilistic (risk) analyses migth help.
Most used statistics ('awareness of uncertainties') :
POF: POD, Accuarcy (= Standard Deviation), Precision ( = statistical average) ---> At all defect types: PH, Pitting, Ax Slot, AxG r, Gen, Circ Slot, Ax Slot. ---> At all defects: statistical correction of dimensions at d, L and W.
Additinal Statistical Evaluations: H0:'depth run 1 = depth run 2' --> corrosion growth analyses --> at individual defects and/or at average defect depths
Additional analyses:longitudinal welded versus seamlesscorrosion morphology modelling: f(d) = L^xremnant life analyses
--> P failure at dimensional corrected defects (PH, Pitting, Gen, etc) --> P failure at corrosion growth at service years
Consequences of IP tool --> From Risk Assessment ('Business loss Cost at Remaining Service years')
Make a Business Case of each IP run --> Presentation IP as mitigation option in Risk Matrix.
---> 'Know what you know' by implementing al the (above) analyse results into your business case!!
The significance of IP inspection into a ‘zero-defect’ PIMS
Hugo van Merrienboer - TAQA Energy Netherlands