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RAM PIPE REQUAL: A Risk Assessment & Management Based Process for the Requalification of Marine Pipelines
Robert Bea Marine Technology & Management Group
University of California at Berkeley [email protected]
mailto:[email protected]
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Topics
RAM PIPE REQUAL
Reliability Approach
Level 2 examples: corrosion
Un-instrumented
Instrumented
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RAM PIPE REQUAL Project
Develop guidelines for requalification of marine pipelines
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Associated Developments RAM PIPE REQUAL
Guidelines Project
RAM PIPE REQUAL special projects
API RP 1111 LSD SECTION 17
OTHER ASSOCIATED PROJECTS
RAM Workshop
Rosen reliability formulations
PEMEX requal criteria
PIMPIS
PIPE IMR
Trinidad Pipelines Time Pf's
DNV RP F 101
ABS GL
HSE OTO 99 002
CFER PIRAMID
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RAM
MARINE SYSTEM Design
Construction
Decommissioning
Operation Maintenance
ASSESSMENT
MANAGEMENT
RISK
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Risk Assessment
Risks: likelihoods & consequences
Hazards: uncertainties, threats
Knowable & unknowable hazards
Assessment: identify & evaluate
Alternatives:likelihoods, consequences, both Observe: improve & revise
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Risk Management
Alternatives: evaluate, costs, benefits Culture: production & protection
Identify: alternatives
Resources: abilities, money, time
Implementation: plan, organize, lead, control
Revise: monitor, assess, modify
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Accidents are caused by people and so are successes
High Consequence Accidents
Environment (intrinsic)
Human (extrinsic)
80 %
Design Construction Operations
80 %
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Organizations have major influences
PROPAGATING EVENTS
Organization Errors - 80 % Other Factors - 20 %
CONTRIBUTING EVENTS
Organization Errors - 80 % Other Factors - 20 %
INITIATING EVENTS
Individuals errors of: omission - 20 % commission - 80 %
Near Misses Accidents
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Primary factors
Interfaces
Operators
Procedures
HardwareStructure
Organizations
Environments
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REACTIVE empirical
pproaches frequent accidents
REAL-TIME PROACTIVE actionpredictive
frequent andinfrequent infrequentaccidents accidents
before & after UNSAFE SPACE
A
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Three key strategies
Reduce the likelihood of HOE
Increase detection & remediation of HOE
Reduce the effects of HOE
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Quality, safety, & reliability
QUALITY ability to satisfy requirements
Serviceability use for purpose for conditions
Safety acceptability of risks
Compatability acceptability of impacts
Durability freedom from unanticipated
degradation
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S T A RT
S e l e c t P i p e l i n e F o rC o n d i t i o n E v a l u a t eA s s e s s m e n t& S u r v ey R e s u l tsR e q u a l i f i c a t i on
L E V E L 2 L E V E L 3L E V E L 1 S i m p l i f i e d M e t h o d sQ u a n t i f i e d R i s kS c o r i n g M e t h o d s
M i x ed A n a l y s i s M e t h o dsQ u a l i t a t i ve
N e x t C y c le E n g i n e e r N e x tE v a l u a t e A l t e r n a t i v e s I n s p e c t i o n , P i p e l i n e O p e r a t i o n s
M a i n t e n a n c e , L o a d i n g s M a i n t e n a n c e P r o t e c t i o n I n s p e c t i o n s R e p a i r C y c le
RAM PIPE REQUAL
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RAM PIPE REQUAL Level 2 Method Base on physics - mechanics
Simplified models
RAM approach
Performance databases
Test data verified
Instrumented & un-instrumented
Linguistic & quantitative variables
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Level 2 Burst Capacity Damaged / Defective
Intact: pB = SU (t / R)
Corrosion
pB = (SU / SCFC )(t / R)
SCFC = 1+2(tc / R)0.5
R
t
tc
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Pf = P [ Demand (S) " Capacity (R) ]
.
R
p r o b a b i l l i t y
r e l a t i v e f r e q u e n c y de m and ( S ) o r
c apac it y ( R)
S
Rs t ro n g e r
p ro p o rt io n a l t o p ro b a b ilit y o f
f a ilu re ( Pf )
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Pf
10 0
10 -1
10 -2
10 -3
10 -4
10 -5
10 -6
FS 50
s=0.1 s=0.2 s=0.3 s=0.4
2 4 6 8 10
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Nominal Values & Biases
pB = pO (BpO / BpB ) exp ( b sb s ) = pO B exp ( b s )b s )
prob
abili
ty
ss B
B
Bias = actual / nominal
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Bia
s =
Mea
sure
d B
urst
Pre
ssur
e /
Com
pute
d B
urst
Pre
ssur
e
0.4
0.8
1.2
1.6
2
.01 .1 1 5 10 2030 50 7080 9095 99 99.999.99 Percent
http:99.999.99
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0.01 0.009 0.008 0.007 0.006 0.005 0.004 0.003 0.002 0.001
Failu
re R
ate
Gulf of Mexico Pipelines: Pf " 1 to 2 E-3 per year
0
oil gas
8080 8181 8282 8383 8484 8585 8686 8787 8888 8989 9090 9191 9292 9393 9494 9595 9696
Year
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Corrosion is the Primary Problem OTHER
STRUCTURAL3% 6% UNKNOWNNAT.HAZARD
1%
CORROSION 47%ERROSION
MATERIAL 2%
26% ANCHORING 2%
4%
FIRE/EXPLOSION 0%
IMPACT 8%
CONSTRUCTION 1%
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Corrosion Rates from Database
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Time Dependent Reliability
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Corrosion: Instrumented 1
0.8
0.6
Prob
abili
ty
0.4
0.2
Alyeska Pipeline UK Oil Pipelines
0.05 0.1 0.15 0.2 0
Corrosion Rate (mm / year)
0
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Probabilities of Detection
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Measurement Accuracy tC50 = tCD ( BDt ), V tC50 =25 % to 35 %
Bia
s =
1.4
1.35
1.3
1.25
1.2
1.15
1.1
1.05
1
Pig C Pig A
50 100 150 200 250 300
Pit Depth (mils)
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20-inch gas line instrumented Pig C
0 5000 10000 15000 Distance (m)
0.05
0.1
0.15
0.2
0.25
0.3
0.35
Measured (% t) Corrected (% t)
Mea
sure
d C
orro
sion
(% t)
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Probabilities of Failure: Detected & Not Detected
0.01
0.015
0.02
0.025
0.03
Prob
abili
ty o
f Fai
lure
0 5000 10000 15000 Distance (m)
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AN
NU
AL
PRO
BA
BIL
ITY
OF
INSU
FFIC
IEN
T Q
UA
LITY
Fitness for Purpose1
0.1
0.01
0.001
0.0001 1 10 1 10 2 10 3
COST RATIO x PVF
Marginal
Optimum
Bay Campeche pipelines risers
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Summary RAM PIPE REQUAL approach to
requalification of pipelines
Corrosion is the primary problem Need to develop industry database on
performance of marine pipelines
RAM PIPE REQUAL project continuing with industrial guidance
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POP (Performance of Offshore Pipelines) Project
Pipelines proposed for abandonment
In-line instrumented and un-instrumented
Predictions of burst pressures & defects
Hydrotest pipelines to failure & recover
Perform material and geometry tests
Revise predictions Contact James Wiseman at: [email protected]
mailto:[email protected]
RAM PIPE REQUAL: A Risk Assessment & Management Based Process for the Requalification of Marine Pipelines Topics RAM PIPE REQUAL Project RAM. Risk Assessment Risk Management Accidents are caused by people. and so are successes Organizations have major influences. Primary factors. Three key strategies Level 2 Method Summary