Robust Risk Analysis from a engineering point of vie 2013/Brannsikkerhet/2... · systems/PDMS...
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Robust Risk Analysis from a engineering
point of view Stavanger 24th of October
Linda Fløttum & Tore Svidal
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What is overall important to a project?
■ Critical decisions at the right time
■ Maturity requirements per milestone
■ Predictability in: ■ Design development
■ Deliverables
■ Quality
■ Cost
■ Develop a project that meets National Regulations and Clients
Requirements and which provides a good as possible working
environment, is inherently safe with as low as possible risk for people
and the environment
25 October, 2013 Slide 2
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What is overall important to expect from a Risk Analyst
■ Experienced and well qualified in general and with expertise also to: ■ Qualitatively rank different design proposals in the feasibility, concept
and FEED phases
■ Propose alternatively design solutions
■ Provide the project with DAL values at the end of the FEED phase
which is likely to be valid when “Final As Built” deliverables are
completed
■ Flexibility to rapidly perform additional analysis and assessments as
e.g. part of ALRP evaluations
■ Willing to locate key risk analyst personnel in the same office as
engineering is performed
■ Have the right tools and methods
■ Can provides the project with correct and sufficiently robust results
25 October, 2013 Slide 3
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Confidential © 2013 Aker Solutions Preferred partner Slide 4
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FEED
Fabrication
Assy &
Hook-up
AFC
Detail Engineering
Procurement
Align contract and Project Execution Model milestones
Ready for
Tow Start
FEED
Class II cost
estimate Hull to
Hook-up
Yard/Mating
PO Long Lead
CA EP(C)
Contract Milestones
Milestones
Modules to
Hook-up
Yard
Hook-up &
Completion
1A 1B 1C 1D
2A 2B 2C
3A 3B 3C
4A 4B 4C
5A 5B 5C 5D
Feasibility &
Concept
System
Definition
Detailing &
Fabrication
Assembly/
Erection
System
Completion
Slide 5
2 6 10 14 14 5 8
“Freeze” DAL’s As built IFC drawings
Duration [months]
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Project Execution
A new oil or gas discovery
Slide 6
■ Main project goal:
■ The best alternative solutions for how to bring up the oil and
gas from the reservoir on a safe and reliable manner to be
developed.
■ Different solutions will be evaluated.
■ Concept to be developed to a ~ +/- 30% cost estimate.
■ Robust Analysis:
■ Qualitatively assist engineering to select the best alternative
solution.
■ Quantified risk analysis may be introduced for special
challenging concept
■ Rank different concepts.
■ Propose alternative and better solutions.
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Project Execution
Slide 7
■ Main project goal:
■ Project matures the selected concept to ensure the correct
size of the production unit.
■ Concept to be developed to a ~ +/- 20% cost estimate.
Provide the project with DAL values at the end of the FEED
phase which is likely to be valid when “Final As Built”
deliverables are completed
Event Exposed
Area
Items to be Protected Design Load
Heat Load
(kW/m2)
Duration
(Minutes)
Fire at
Process area
Main deck
Process area
from
EL50.500
and above
- Main deck
- Main loadbearing structure
- Critical equipment/piping
250/150
250/150
250/150
20 + 40
20 + 40
20 + 40
■ Robust Analysis:
■ Quantified risk analysis is introduced
■ Rank different design alternatives for the selected concept
and assist engineering to select the best alternative
solution
■ Establish sectionalisation principles topside and need for
sectionalisation on production import and export lines (e.g.
SSIV)
■ Establish Safety Strategy and Performance Standards
■ Establish DAL for input to engineering design and
procurement of long lead items
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Project Execution
Slide 8
■ Main project goal 2A:
■ Project confirms the best concept
■ All systems needed on the production units are defined
■ Procurement of most important equipment ( priority1)
where engineering information is needed, or with long
delivery time
■ Robust Analysis:
■ Quantified risk analysis to be started early in the detail
engineering phase.
■ “Confirm/verify and detail out DAL’s
■ Assist in ALARP evaluations
■ Rank different design alternatives for the selected concept
and assist engineering to select the best alternative
solution
■ Confirm sectionalisation segments topside and need for
sectionalisation on production import and export lines (e.g.
SSIV)
■ Start to perform and establish segment evaluation vs.
volumes, blowdown duration, flare height and radiation
levels.
■ Continue to provide DAL’s for input to engineering design
and procurement
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Project Execution
Slide 9
■ Main project goal 2B:
■ The design of main steel structures are completed.
■ All systems needed on the production units are defined.
■ Procurement of priority 2 equipment where engineering
information is needed.
24VG001
Våtgass
Væskeutskiller
HC: 12.3 tonn
20VA001
1.trinns separator
HC: 94 tonn
24PA001A/B
HC:< 1 tonn
24ESV1025
24ESV1031
24ESV1036
24ESV1022
■ Robust Analysis:
■ Quantified risk analysis and emergency preparedness
analysis continues.
■ “Confirm/verify and detail out DAL’s.
■ Continue to provide DAL’s for input to engineering design
and procurement .
■ CFD evaluation related to fire and response analysis
versus structures and hydrocarbon segments
■ Continue to perform and establish segment evaluation vs.
volumes, blowdown duration.
■ Assist in ALARP evaluations.
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Project Execution
Slide 10
■ Main project goal 2C:
■ The P&IDs and global design are completed
■ All supplier information with interfaces are frozen
■ Procurement of priority 3 equipment
■ Robust Analysis:
■ Quantified risk analysis and emergency preparedness
analysis continues.
■ “Confirm/verify and detail out DAL’s.
■ Continue to provide DAL’s for input to engineering design
and procurement .
■ CFD evaluation related to fire analysis finalished.
■ Response analysis versus structures and hydrocarbon
segments finalised versus main structural structures
■ Finalise hydrocarbon segment evaluation vs. volumes,
blowdown duration for large bore lines.
■ Assist in ALARP evaluations.
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Project Execution
Slide 11
■ Main project goal 3A:
■ Design of outfitting arrangements and small items
■ Detail design completed
■ Issue of all drawings for fabrication
■ Robust Analysis:
■ Quantified risk analysis and emergency
preparedness analysis finalised for detail
engineering phase.
■ “Confirm/verify and detail out DAL’s.
■ Response analysis versus structures and
hydrocarbon segments finalised versus secondary
and outfitting structures
■ Finalised hydrocarbon segment evaluation vs.
volumes, blowdown duration for all lines.
■ Assist in ALARP evaluations.
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Project Execution
Slide 12
■ Main project goal 3B:
■ The fabrication yard performs shop engineering
and preparations for fabrication
■ Engineering assists the fabrication yard
■ Robust Analysis:
■ Update analysis according to introduced changes
■ No change….
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Project Execution
Slide 13
■ Main project goal 3C & 3D:
■ Pre-fabrication of steel sections
■ Assembly of steel sections to modules
■ Equipment and system installation
■ Engineering assists the fabrication yard
■ Robust Analysis:
■ Update analysis according to introduced changes
■ No change….
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Project Execution
Slide 14
■ Main project goal 4A – 4C:
■ Assembly and hook-up of modules
■ Hook-up installation of equipment and systems
■ Engineering assists the fabrication yard
■ Robust Analysis:
■ Update analysis according to introduced changes
■ No change….
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Project Execution
Slide 15
■ Main project goal 5A – 5C:
■ Onshore/at-shore Commissioning of equipment and
systems
■ Preparation for tow-out
■ Tow-out
■ Offshore installation and commissioning
■ As-built documentation and contract close-out
■ Robust Analysis:
■ As Built
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■ To much optimisation can be introduced: ■ Simulate a few fires and use the result in structural response analysis
■ Structural response simulations concludes that PFP is not required
■ But
■ If explosion occurs during start-up of fire is the structural response
analysis fully valid? Structure may have deflected rather much…
■ Is this robust or ALARP?
Robustness
25 October, 2013 Slide 16
Loss of
containment
Explosion
Fire
Ignition
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PFP epoxy application cost
■ Correct timing: Application cost for 1 m2 epoxy PFP with a thickness
of 8 mm is in the order of NOK 4.500,- m2
■ Incorrect timing: In the order of 2 to 3 times cost of as indiciated for
correct timed PFP application
■ Remove epoxy PFP: ■ Takes from 30 minutes to cut off cutting machine to 3 hours with water
jetting. Approximately 3 person required.
25 October, 2013 Slide 17
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Project cost and resource timing
Slide 18 Slide 18
Ability to
influence cost Project cost
Time
E P C I C Operation Front end
studies FEED
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Confidential © 2013 Aker Solutions Preferred partner 25 October 2013 Slide 19
Why is it challenging to make robust risk analysis?
Some project examples..
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Example: Leak frequency
■ The leak frequency is the one of the parameters in the risk analysis
with largest influence on the risk picture (and hence’s DALs!)
■ The leak frequency is estimated by counting the number of leak
sources from P&IDs
■ Further the “DNV leak frequency model” (industry practice) is used to
estimate the leak frequency based on statistical failure rates for
different leak sources (valves, flanges etc.)
25 October 2013 Slide 20
Challenge 1: How to ensure that the number of leak sources
is estimated similarly independent of person/Company
performing the calculations?
Challenge 2: How to estimate the increase in number of leak
sources from early stage to as built?
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Counting of leak sources
■ Defined “rules” for performing
the counting by each sub-
contractor
■ Time demanding calculations &
“manual work”
■ Relatively inexperienced
personnel often responsible for
the calculations
■ Variation in results observed for
the same basis
Need for a industry practice?
Possible to utilize engineering
systems/PDMS better?
25 October 2013 Slide 21
Example of equipment count
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Increase in the number of leak sources throughout
the project
P&ID gas export meeting, FEED phase
P&ID gas export meeting, detail engineering
■ Some challenges: ■ Only large dimension piping
modeled in early stage
■ Many details/leak sources
missing (e.g. instruments,
valves, flanges)
■ Vendor P&IDs not available
before late detail eng.
■ No common industry method
to estimate increase in leak
sources & limited with
experience data
■ Normally the risk analysis
contractor makes the
assumption
■ Critical assumption for the
project
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Relevance of leak frequency model
■ Estimation of leak frequency requires a lot of resources and it is
challenging to “get it right”
■ And even if we “get it right”, is this the best estimate of the leak
picture for the installation? ■ Is the leak frequency proportional with the number of leak sources?
■ Or is other factors also important for the leak frequency, e.g. ■ Safety & operation philosophy and culture
■ Variation in operation modes
■ Quality of design & fabrication
■ One advantage with the current leak frequency model is the focus on
reducing the number of leak sources
■ On long term basis: could a more simple and robust model be used? ■ Predicable for the project
■ Robust safety design
25 October 2013 Slide 23
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Example: Congestion level in an explosion analysis
■ The congestion level inside the process areas is very important for
the resulting explosion pressure
■ The congestion level in the 3D model will increase until «as built»
■ Explosion analysis performed at an earlier stage in the project must
assume an expected increase in congestion level until «as built»
25 October 2013 Slide 24
Challenge: the design explosion
loads will be «frozen» at an early
stage in the project
This assumption is, hence, very
critical for the project
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Increase in congestion level – Project example
■ A significant increase in congestion level from detail engineering to
as built was reported
■ The assumption in detail engineering appears not to have been be
conservative enough
■ The change resulted in a significant increase in explosion pressure
■ Project was «saved by» a significant margin from dimensioning
accidental load to design accidental load
25 October 2013 Slide 25
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Example: Explosion analysis in concept/FEED phase
■ The 3D model will be immature at this stage
■ Important to use a representative and conservative congestion level
■ It is desired to a have a significant margin to the acceptance criterion
at this stage
25 October 2013 Slide 26
3D modell in early phase (concept) 3D modell as built
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How to add extra geometry to reflect as built?
25 October 2013 Slide 27
■ Different methods
■ Normally, the risk analysis contractors have their database with as
built platforms, and corresponding congestion levels
■ Is the reported/read equipment density from FLACS cofile utility a
«real» equipment density? ■ Known limitations in FLACS utility (used for density reporting) should be
accounted for
■ E.g. cylinders inside enclosed boxes may lead to overestimation
Example:
compressor
with 104 m
piping inside
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Results from a concept/FEED explosion analysis
Explosion load on firewall (4 x 4 m panel)
25 October 2013 Slide 28
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Explosion analysis in concept/FEED phase
■ Important with a good method to establish representative equipment
density in the early phases of the project
■ Overestimation of equipment density may lead to too high explosion
pressures, and possible non-feasible concepts ■ In particular this applies for large process areas
■ Underestimation of equipment density may lead to significant
challenges later in the project
25 October 2013 Slide 29
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Reflections - Industry
■ The fire and explosion analyses tend to be more and more complex ■ Are we on the right track?
■ Does this gives us increased safety level?
■ Are we optimizing too much?
■ What happens with the traceability of the analysis?
■ Need for more industry specific standards? ■ Calculation/estimation of number of leak sources
■ Standardization of “generic” assumptions, e.g. equipment density
■ Method for performing fire and explosion analysis
■ Are enough recourses used on analysis in the early stages of the
project?
■ Changes in method/best practice over time: ■ Challenge for a project when increase in risk level occur without any
design change
■ Openness about of causes of increase important
25 October 2013 Slide 30
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Reflections – Engineering
■ Set more stringent requirements to the risk analysis sub-contractor
■ Be more involved in the risk analysis execution ■ Take more responsibility for the assumptions
■ Get own experience data (e.g. equipment density and increase in
number of leak sources over time)
■ Increase risk analysis competency in-house
■ Possibility of doing parts of risk analysis by in-house team.
25 October 2013 Slide 31
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Reflections - Risk analysis sub-contractors
■ Make robust assumptions in close cooperation with engineering / oil
company
■ Be willing to work integrated with the project
■ Ensure experienced personnel and secure continuity
■ Increase competency about project execution
■ Be open about uncertainty in the analysis
■ Communicate results clearly
■ Make transparent and traceable analysis
25 October 2013 Slide 32
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economic and market conditions in the geographic areas and industries that are or will be major markets for Aker Solutions’ businesses,
oil prices, market acceptance of new products and services, changes in governmental regulations, interest rates, fluctuations in currency
exchange rates and such other factors as may be discussed from time to time in the Presentation. Although Aker Solutions ASA believes
that its expectations and the Presentation are based upon reasonable assumptions, it can give no assurance that those expectations will
be achieved or that the actual results will be as set out in the Presentation. Aker Solutions ASA is making no representation or warranty,
expressed or implied, as to the accuracy, reliability or completeness of the Presentation, and neither Aker Solutions ASA nor any of its
directors, officers or employees will have any liability to you or any other persons resulting from your use.
Aker Solutions consists of many legally independent entities, constituting their own separate identities. Aker Solutions is used as the
common brand or trade mark for most of these entities. In this presentation we may sometimes use “Aker Solutions”, “we” or “us” when
we refer to Aker Solutions companies in general or where no useful purpose is served by identifying any particular Aker Solutions
company.
Slide 33 25 October, 2013