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The Future of Pipeline Risk Management
RISK MODEL WORK GROUP
Technical Presentation #2
Presenter: Trevor MacFarlane, President, Dynamic Risk
Content Considerations
q Are we missing obvious reliability indicators using relative ranking
models?
q How do we identify and optimize risk reduction activities?
q How to migrate a relative model to a quantitative model?
q How to use data to verify and identify improvement opportunities?
q Understanding the disconnect between past performance and future results.
q What do we do about low frequency, high impact events?
Key Take Aways
1. The evolution of risk analysis – what’s changed?
2. A new definition of risk models – thinking beyond an
Either/Or
3. The performance break-through
The evolution of pipeline safety
Early	days
§ Framework	of	IM	
plan
§ Event	not	a	process
§ Disconnected	
workflows
Maturing
§ Relative	risk	models
§ Ranking	of	HCA’s
§ Data	aggregation
II
Current
§ Data integration
§ Consequence	
modeling
§ Calibration	of	risk	
models
§ Looking	beyond	
HCA
Desired
§ Risk-based	decision	
making
§ Enterprise	Risk	
Management
§ Corporate	
Sustainability
III IV V
Before	IM
§ Cathodic	protection
§ Pigging
§ Digging
I
Technology
Data	Integration
ILI	Inspection	Results
Enabling	changes
Risk Model - Objectives
q Identify highest risk pipeline segments.
q Highlight pipeline segments where the risk is changing.
q Calculate the benefit of risk mitigation activities (P&M
measures).
q Identify gaps or concerns in data quality and completeness.
q Support decision making and program development.
q Improve system reliability.
q Eliminate high impact events.
Risk Modeling is a continuum
q Small number of pure qualitative or pure quantitative risk
models.
q Most have some elements of both.
q Redefine our terms to include only:
q Qualitative
q Semi-quantitative
q Quantitative
Qualitative Quantitative
Index	Models
Relative	Risk
Ranking	Models	
Probabilistic
Reliability	Models
Stochastic
Semi-Quantitative
Qualitative Risk?
Failure	Likelihood	Score
External	Corrosion
(21%)
Internal	Corrosion
(6%)
Manufacturing	
Defects
(6%)
Third	Party	Damage
(28%)
SCC	
(3%)
Construction	
Related
(4%)
Outside	Force
(4%)
Incorrect	
Operations
(10%)
Equipment
(18%)
External Corrosion - typical
Variable Factor Fractional	Weighting
Age AF 0.20
Corrosion Allowance Factor CAF 0.05
Coating System Type Score MCT 0.30
CP Compliance Score CP 0.20
Coating Condition Score CC 0.20
Casings CAS 0.05
F
F
A
FHCB
MS ´
ïþ
ï
ý
ü
ïî
ï
í
ì
ú
û
ù
ê
ë
é
÷÷
ø
ö
çç
è
æ
-´ú
û
ù
ê
ë
é
÷
ø
ö
ç
è
æ
-´ú
û
ù
ê
ë
é
÷
ø
ö
ç
è
æ
--´=
10
1
10
1
10
11
Where,
M =	Material	Type	Score	(0	or	1);
S =	External	Corrosion	Score	(0-10);
B =	Baseline	Susceptibility	Score	(0-10);
CF =	Stray	Current	/	Interference	Factor	(0-10);
FH =	External	Corrosion	Failure	History	Score	(0-10);	and,
AF =	Integrity	Assessment	Mitigation	Factor	(1-10)
Baseline	Susceptibility	Score [B(0-10)]
The	Baseline	Susceptibility	Score	is	determined	on	the	basis	of	a	number	of	
weighted	factors	– each	assigned	a	score	from	0	to	10.
Inspection Data!
10	mile	pipeline	– 122	anomalies,	2	digs,	zero	anomalies	remaining	below	1.39
10	mile	pipeline	– 7,274	anomalies,	7	digs,	zero	anomalies	remaining	below	1.39
Not all inspected pipelines are equal…
External Corrosion – with ILI data
33.50%
21.11%
8.72%
-3.67%
-16.06%
-28.45%
-40.84%
-53.23%
Depth	Error	Density	Distribution	
Normal	Distribution	Approximation
External Corrosion – with ILI data
( ) ( ) ( ) ( )[ ]nfifififTot PPPPP ,2,1,, 1...1111 -××-×-×--= ++
External Interference
	= 	𝐻𝑖𝑡	𝑆𝑢𝑠𝑐𝑒𝑝𝑡𝑖𝑏𝑖𝑙𝑖𝑡𝑦	(𝑯)	×	𝐹𝑎𝑖𝑙𝑢𝑟𝑒	𝑆𝑢𝑠𝑐𝑒𝑝𝑡𝑖𝑏𝑖𝑙𝑖𝑡𝑦	(𝑺 𝒇8
Failure of a pipeline due to third party damage is the
product of two independent factors:
• The susceptibility of the pipeline to incurring a hit by a third
party (‘H’); and,
• The susceptibility to failure of the pipeline, given a hit (‘Sf’).
Impact Frequency
Modeled	Impact	
Frequency	(hits/mile-yr)
Value	of	“F”
<	8.0E-4 1
≥	8.0E-4	to	<	1.3E-3 2
≥	1.3E-3	to	<	1.7E-3 3
≥	1.7E-3	to	<	2.2E-3 4
≥	2.2E-3	to	<	2.7E-3 5
≥	2.7E-3	to	<	3.1E-3 6
≥	3.1E-3	to	<	3.6E-3 7
≥	3.6E-3	to	<	4.1E-3 8
≥	4.1E	-3	to	<	4.5E-3 9
≥	4.5E-3 10
Consequence – Impact on Population
Impact Summary (Weighted)
Safety Environment Economic Reputation
10
Impact	Score	= 50%	 SF + 30%	 EF + 10%	 EcF + 10%	(RF) (
8.6
6.2
3.0
4.5
=					6.9
Impact Summary (Or Gate)
Safety Environment Economic Reputation
10
Impact	Score	=		 	 1 − 1 −
PQ
RS
x 1 −
UQ
RS
x	 1 −
UVQ
RS
x	 1 −
WQ
RS
	
8.6
6.2
3.0
4.5
=					9.8
Risk Mitigation Benefit
Risk Model – Why we do it?
q Identify highest risk pipeline segments.
q Highlight pipeline segments where the risk is changing.
q Calculate the benefit of risk mitigation activities (P&M
measures).
q Identify gaps or concerns in data quality and completeness.
q Support decision making and program development.
q Improve system reliability.
q Eliminate high impact events.
Low frequency, but high impact events
q Goal for the Industry, Regulators and Public
q Focus and identify locations of possible “high impact” events
q Ignore the likelihood of the event occurring (initially)
q What barriers or activities for that specific “high impact” event could be
undertaken to eliminate that outcome
q Think Fire Triangle - eliminating just one,
eliminates the outcome.
Our Insight
q Dynamic Risk has developed and implemented risk analysis on more
than 400,000 miles of pipeline in North America.
q We have designed and implemented 50+ company unique algorithms.
q We have used quantitative risk for all aspects of the pipeline life-cycle.
q Many of the these companies have reportable incident rates of less
than ½ of the industry average.
q A number of these companies have virtually eliminated high impact
events.
And there is no strong correlation between this result and the type of risk
model they use!
Performance Break-through
q There is a strong correlation with asset reliability performance and with
this one activity:
Companies that use risk analysis to support IM planning and decision
making consistently achieve the best reliability record.
To learn more about
the future of pipeline risk management
contact us at:
info@dynamicrisk.net

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The Future Of Pipeline Risk Management

  • 1. The Future of Pipeline Risk Management RISK MODEL WORK GROUP Technical Presentation #2 Presenter: Trevor MacFarlane, President, Dynamic Risk
  • 2. Content Considerations q Are we missing obvious reliability indicators using relative ranking models? q How do we identify and optimize risk reduction activities? q How to migrate a relative model to a quantitative model? q How to use data to verify and identify improvement opportunities? q Understanding the disconnect between past performance and future results. q What do we do about low frequency, high impact events?
  • 3. Key Take Aways 1. The evolution of risk analysis – what’s changed? 2. A new definition of risk models – thinking beyond an Either/Or 3. The performance break-through
  • 4. The evolution of pipeline safety Early days § Framework of IM plan § Event not a process § Disconnected workflows Maturing § Relative risk models § Ranking of HCA’s § Data aggregation II Current § Data integration § Consequence modeling § Calibration of risk models § Looking beyond HCA Desired § Risk-based decision making § Enterprise Risk Management § Corporate Sustainability III IV V Before IM § Cathodic protection § Pigging § Digging I Technology Data Integration ILI Inspection Results Enabling changes
  • 5. Risk Model - Objectives q Identify highest risk pipeline segments. q Highlight pipeline segments where the risk is changing. q Calculate the benefit of risk mitigation activities (P&M measures). q Identify gaps or concerns in data quality and completeness. q Support decision making and program development. q Improve system reliability. q Eliminate high impact events.
  • 6. Risk Modeling is a continuum q Small number of pure qualitative or pure quantitative risk models. q Most have some elements of both. q Redefine our terms to include only: q Qualitative q Semi-quantitative q Quantitative Qualitative Quantitative Index Models Relative Risk Ranking Models Probabilistic Reliability Models Stochastic Semi-Quantitative
  • 8. External Corrosion - typical Variable Factor Fractional Weighting Age AF 0.20 Corrosion Allowance Factor CAF 0.05 Coating System Type Score MCT 0.30 CP Compliance Score CP 0.20 Coating Condition Score CC 0.20 Casings CAS 0.05 F F A FHCB MS ´ ïþ ï ý ü ïî ï í ì ú û ù ê ë é ÷÷ ø ö çç è æ -´ú û ù ê ë é ÷ ø ö ç è æ -´ú û ù ê ë é ÷ ø ö ç è æ --´= 10 1 10 1 10 11 Where, M = Material Type Score (0 or 1); S = External Corrosion Score (0-10); B = Baseline Susceptibility Score (0-10); CF = Stray Current / Interference Factor (0-10); FH = External Corrosion Failure History Score (0-10); and, AF = Integrity Assessment Mitigation Factor (1-10) Baseline Susceptibility Score [B(0-10)] The Baseline Susceptibility Score is determined on the basis of a number of weighted factors – each assigned a score from 0 to 10.
  • 9. Inspection Data! 10 mile pipeline – 122 anomalies, 2 digs, zero anomalies remaining below 1.39 10 mile pipeline – 7,274 anomalies, 7 digs, zero anomalies remaining below 1.39 Not all inspected pipelines are equal…
  • 10. External Corrosion – with ILI data 33.50% 21.11% 8.72% -3.67% -16.06% -28.45% -40.84% -53.23% Depth Error Density Distribution Normal Distribution Approximation
  • 11. External Corrosion – with ILI data ( ) ( ) ( ) ( )[ ]nfifififTot PPPPP ,2,1,, 1...1111 -××-×-×--= ++
  • 12. External Interference = 𝐻𝑖𝑡 𝑆𝑢𝑠𝑐𝑒𝑝𝑡𝑖𝑏𝑖𝑙𝑖𝑡𝑦 (𝑯) × 𝐹𝑎𝑖𝑙𝑢𝑟𝑒 𝑆𝑢𝑠𝑐𝑒𝑝𝑡𝑖𝑏𝑖𝑙𝑖𝑡𝑦 (𝑺 𝒇8 Failure of a pipeline due to third party damage is the product of two independent factors: • The susceptibility of the pipeline to incurring a hit by a third party (‘H’); and, • The susceptibility to failure of the pipeline, given a hit (‘Sf’).
  • 13. Impact Frequency Modeled Impact Frequency (hits/mile-yr) Value of “F” < 8.0E-4 1 ≥ 8.0E-4 to < 1.3E-3 2 ≥ 1.3E-3 to < 1.7E-3 3 ≥ 1.7E-3 to < 2.2E-3 4 ≥ 2.2E-3 to < 2.7E-3 5 ≥ 2.7E-3 to < 3.1E-3 6 ≥ 3.1E-3 to < 3.6E-3 7 ≥ 3.6E-3 to < 4.1E-3 8 ≥ 4.1E -3 to < 4.5E-3 9 ≥ 4.5E-3 10
  • 14. Consequence – Impact on Population
  • 15. Impact Summary (Weighted) Safety Environment Economic Reputation 10 Impact Score = 50% SF + 30% EF + 10% EcF + 10% (RF) ( 8.6 6.2 3.0 4.5 = 6.9
  • 16. Impact Summary (Or Gate) Safety Environment Economic Reputation 10 Impact Score = 1 − 1 − PQ RS x 1 − UQ RS x 1 − UVQ RS x 1 − WQ RS 8.6 6.2 3.0 4.5 = 9.8
  • 18. Risk Model – Why we do it? q Identify highest risk pipeline segments. q Highlight pipeline segments where the risk is changing. q Calculate the benefit of risk mitigation activities (P&M measures). q Identify gaps or concerns in data quality and completeness. q Support decision making and program development. q Improve system reliability. q Eliminate high impact events.
  • 19. Low frequency, but high impact events q Goal for the Industry, Regulators and Public q Focus and identify locations of possible “high impact” events q Ignore the likelihood of the event occurring (initially) q What barriers or activities for that specific “high impact” event could be undertaken to eliminate that outcome q Think Fire Triangle - eliminating just one, eliminates the outcome.
  • 20. Our Insight q Dynamic Risk has developed and implemented risk analysis on more than 400,000 miles of pipeline in North America. q We have designed and implemented 50+ company unique algorithms. q We have used quantitative risk for all aspects of the pipeline life-cycle. q Many of the these companies have reportable incident rates of less than ½ of the industry average. q A number of these companies have virtually eliminated high impact events. And there is no strong correlation between this result and the type of risk model they use!
  • 21. Performance Break-through q There is a strong correlation with asset reliability performance and with this one activity: Companies that use risk analysis to support IM planning and decision making consistently achieve the best reliability record.
  • 22. To learn more about the future of pipeline risk management contact us at: info@dynamicrisk.net