george r. famini, phd george famini consulting, llc
TRANSCRIPT
George R. Famini, PhD
George Famini Consulting, LLC
Risk is the likelihood of a specific effect within a specified period
◦ Function of probability, consequences and vulnerability1
◦ Consequence alone is not risk
◦ Toxicity alone is not risk
Hazard is the property or properties of a chemical or a situation with the potential for causing damage
Determining Risk is important because:
◦ It is not just about consequences
◦ High consequences with zero frequency yields no risk, just as a high occurrence (frequency) with zero consequences
◦ Can be used to quantify hazards, consequences and risks
◦ Can be used to quantify mitigation steps
1Regional Environmental Center for Central and Eastern Europe
It is essential to derive the risk drivers so that applicable mitigation steps may be taken.
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Multicriteriate Decision Analysis (MCDA)
◦ Most applicable to solving problems that are characterized as a choice among alternatives.
Dividing the decision into smaller, more understandable parts
Analyzing each part
Integrating the parts to produce a meaningful solution
◦ Generally requires consensus building
◦ Although metrics are required it is a qualitative tool
Risk Management Tables (RMT)
◦ Qualitative only
◦ Requires definition of scales
◦ May use MCDA in defining impact/consequences and probability/likelihood
Quantitative Risk Analysis (QRA)
◦ Considers Risk as a function of frequency/probability and consequences
◦ Requires numbers for each step
◦ Very time intensive
◦ Can incorporate distributions (aka, include uncertainty)
Many examples of MCDA, RMT and QRA in literature1,2,3
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1Blakely, David, et al, A Screening Toll to Prioritize Public Health Risk, BMC Journal, 20132S. Kooistra, H. Paulus, S. Bowen and G. Famini, "CSAC Screening Assessment," 2007.3G. Famini, S. Sharp and D. Reed, "Executive Report for the 2008 Chemical Terroism Risk Assessment," 2008.
Systems Definition
Hazard Identification
Scenario Definition
Frequency/Likelihood
Development
Consequence Development
Risk EstimationSufficient?
Risk Based Recommendations
Risk Mitigation
No
Yes
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SCIPUFF used to construct all downwind plumes1
Either a spreading circular pool (low temperature/pressure) or a 2 phase jet (high temperature/pressure)assumed for initial release
Other parameters (temp, wind speed, direction) were identical
Assumptions Used
◦ USCG/AD Little 1974 Report on Liquid Ammonia Solvation used (60% solvation in seawater; 100% solvation below 8-10 cm)2
◦ Positive Buoyancy of Ammonia
◦ Hydration Effects considered, has no to limited effect3
Consequence Generation
◦ LCt contours used to estimate fatalities5
◦ Plumes overlayed on population grid generated by A. Cohen4
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1For a description of SCIPUFF see www.sage-mgt.net, [Online]. 2 A. D. Little, Inc, "Prediction of Hazards of Spills of Anhydrous Ammonia on Water," 1974.3 S. R. Hanna, Personal Communication4A. Cohen, Hazmat, LTD, Personal Communication, 20175 D. Sommerville, S. Channel, B. Battat and K. Park, "Review and Assessment of Ammonia Mammalian Lethality Data and the development of a Human Estimate," Chemical Security Analysis Center, 2010.
Legend
Salmon = LCT90-LCT99
Red=LCT50-LCT90
Orange=LCT10+-LCT50
Yellow= LCT05-LCT10
Green=LCT01-LCT05
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2500 Ton Ship Release• LCt01 yield about the same downwind
distance for a 2500 ton ship release as for the 62.5 ton iso tank release
• 500-600 meters• Due to difference in release
mechanism• Ship release is a low pressure, low
temperature release• Iso tank release is a high pressure,
high temperature release
• Demonstrates the importance of needing to consider ALL of the parameters surrounding the tank, rupture, etc
• Also shows the importance of considering the concepts of Safer Design Strategies and Inherently Safer Technologies
• Moderating conditions is essential
From G.R. Famini, S. R. Hanna, I. Sykes, “Assessing the Downwind Hazards Associated with Ammonia Release”, 2017
5 iso tanks simultaneous release (62 Tons)
Failure rate used as the frequency, published by the UK Health and Safety Executive1
This maintains consistency across different transportation modes
Human error estimates not considered
History/Sample Statistics incorporated into HSE report
Statistical distributions not considered
Uncertainties currently not considered
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1Health and Safety Executive, “Failure Rate and Event Data for Use Within Risk Assessments”, 2012
Utilized standard Quantitative Risk Assessment (QRA) methodology
𝑅𝑖𝑠𝑘 =
𝑖=1
𝑛
𝑓𝑖𝑐𝑖
fi = failure rate frequency for operation i
ci = consequences for operation i
Risks for each step are added
Permits
◦ Computation of overall risk
◦ Identification of “critical” steps
◦ Inclusion of uncertainty
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North South
Small vessel unload to pipeline:
Iso Tanks Loaded in Egypt
Unload at Haifa
Unload at Ashdod
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Direct Unload to Tanker Truck
Small vessel unload to pipeline
Iso Tanks Loaded in Egypt
Ship to Ship Transfer to IsoTanks Moored
Offshore Buoy
Ship at Dock (storage)
Ship offshore
Ship to Ship Transfer
Offload to Road Tanker (Hardarm)
Offload iso containers
Load iso tanks onto truck bed*
Store containers at dock
Load iso tanks onto ship (Egypt)
Tanker on road (from Dock)
Tanker on road (from HN)
Iso container on Road/Rail*
Offload to Pipeline
Pipeline from Dock to HN
Load Truck at HN
Transfer to HN Storage
Transfer to HS Storage
Store at HN
Store at HS
* Includes transport via road and rail
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Scenario Failure Rate Multiplier LikelihoodConsequence
ScoreRisk Score
1 ISO container (on Road) 5.00E-06 1 5.00E-06 10 5.00E-05
1 ISO container (storage) 5.00E-06 1 5.00E-06 20 1.00E-04
Load truck at HN 7.00E-06 18 1.26E-04 10 1.26E-03
Offload 21 iso 3.80E-05 21 7.98E-04 20 1.60E-02
Offload 49 iso 3.80E-05 49 1.86E-03 20 3.72E-02
Offload to pipeline 7.00E-06 1 7.00E-06 110 7.70E-04
Pipeline to HN (25 ton/hr) 6.5E-09 1000 6.50E-06 110 7.15E-04
Ship at dock (2500 ton) 5.00E-07 1 5.00E-07 50 2.50E-05
Storage at dock, 21 iso 5.00E-06 21 1.05E-04 20 2.10E-03
Storage at dock, 49 iso 5.00E-06 49 2.45E-04 20 4.90E-03
Store at HN 5.00E-07 1 5.00E-07 50 2.50E-05
Store at HS 5.00E-07 1 5.00E-07 30 1.50E-05
Tanker trucks from HN to HS 2.20E-07 18 3.96E-06 10 3.96E-05
Transfer from iso to HN storage (49 total) 7.00E-06 49 3.43E-04 10 3.43E-03
Transfer from iso to HS storage (21 total) 7.00E-06 21 1.47E-04 10 1.47E-03
Transfer from Pipe to storage 7.00E-06 1 7.00E-06 110 7.70E-04
Transfer from truck to HS storage 7.00E-06 18 1.26E-04 10 1.26E-03
13 Iso Tanks on Road 5.00E-06 13 0.000065 10 0.00065
21 Iso tanks on Road 5.00E-06 21 0.000105 10 0.00105
32 Iso Tanks on Road 5.00E-06 32 0.00016 10 0.0016
49 Iso Tanks on Road 5.00E-06 49 0.000245 10 0.00245
Ship/Pipeline/Tanker
Truck
Ashdod, 21 Iso
Tanks, Road
Haifa 49
Tanks Road
Ship at Dock (storage) 2.50E-05
Offload to Road Tanker
(Hardarm)
Offload iso containers 1.60E-02 3.72E-02
Store containers at dock 2.10E-03 4.90E-03
Tanker on road (from HN) 3.96E-05
Iso container on Road 1.05E-03 2.50E-03
Offload to Pipeline 7.70E-04
Pipeline from Dock to HN 7.15E-04
Load Truck at HN 1.26E-03
Transfer to HN Storage 7.70E-04 3.43E-03
Transfer to HS Storage 1.26E-03 1.47E-03
Store at HN 2.50E-05 2.50E-05
Store at HS 2.50E-05 2.50E-05
Total Composite Risk 4.89E-03 2.06E-02 4.81E-02
Relative Risk 0.07 0.28 0.65
Total Risk for Iso Containers 6.87E-2
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Vary number of Ports (Haifa, Ashdod)
Vary number of iso containers coming into each port
Vary transportation mode from Port (road, rail, combination)
Higher number of iso containers increases risk
64 IsoContainers
Asdod 13 isotanks road
only
Asdod 21 isotanksroad only
Haifa 32 isotanksroad only
Haifa 49 isotanksroad only
Total Composite Risk 6.17E-2 1.63E-2 2.06E-2 4.50E-02 4.81E-2
Relative Risk 0.32 0.09 0.11 0.23 0.25
Ashdod, 13 Iso Tanks, Rail
Asdod 13 isotanks road only
Ashdod, 21 Iso Tanks,
Rail
Ashdod, 21 Iso Tanks,
Road
Total Composite Risk 3.28E-02 1.63E-02 6.61E-02 2.06E-2
Relative Risk 0.24 0.12 0.49 0.15
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Road transport is less risky due to few transfer operation
Rail is roughly double the risk for same number of iso tanks
Rail require road transport to rail head, and road transport from rail to Haifa South, increasing loading/unloading operations
Total Composite
Risk
(Fatalities/Year)
2.3E-2 4.89E-3 6.17E-2 1.77E-2 4.87E-3
Relative Risk 0.15 0.03 0.40 0.38 0.03
Tanker Truck Loaded at
Dock
Ship/Pipeline/Tanker Truck
Iso ContainersShip to Ship
TransferOffshore
Buoy
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Operation Tanker Truck Iso Container
Annual Number of Containers 1600 6400
Number of Operations Four Times Less Four Times More
Stability of Load More Stable Less Stable
Tank Pressure 5-7 Atm 8-12 Atm
Inspection Every 5 years Every 2 years
Because of fewer operations, lower pressure and higher tank integrity, the tanker truck is 3 times lower in risk than the ISO tanks.
If the “Triad” is employed, the reduction in tanker trucks needed, coupled with low pressure operations for the ship and pipeline,
further reduce the risk, to a total of 15X
Over 15 different Scenarios Considered
The iso tank scenarios have higher risk
Frequency component is increased for scenarios with more operations
More operations for a scenario tends to increase risk
Operations offshore have the lowest risk (as would be expected)
Pressurized containers tend to have higher failure rates than refrigerated containers
Pressurized containers tend to give greater downwind plumes, and greater fatality estimates than similar sized refrigerated containers
Uncertainty has not been calculated
Consideration should be given to Inherently Safer Technology (IST) concepts1: Simplification, Moderation, Minimization, Substitution
1Center for Chemical Process Safety, Inherently Safer Chemical Processes, New York, 2009
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Low temperature processes lower the risk of scenarios that utilize them.
The tanker ship/pipeline/truck scenario ( the “triad”), which has several low temperature/cryogenics operations, generates the lowest risk. It represents the safest solution.
Rail transport of iso containers, is about 2 times higher in risk than the similar sized road based iso container transport.
Scenarios with higher numbers of operations will generally have a higher risk.
Utilizing fewer iso containers will reduce the risk.
Reducing the number of tanker trucks will reduce the risk.
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Ship/pipeline/truck
◦ 2500 ton Ship: 600 m maximum plume distance1
◦ 25 Ton/hour pipeline: 350 m maximum plume distance1
◦ Tanker Truck: 400 m maximum plume distance1
Iso Tanks
◦ 1 Iso Tank Rupture: 300 m downwind plume1
◦ 32 Iso Tanks Rupture: 900 m downwind plume1
◦ 64 Iso Tanks Rupture: 3450 m downwind plume1
Public receptors are inside of only the 64 iso tank rupture plume
Type of storage is critical
◦ Iso tanks and tanker truck are high pressure, high temperature
◦ A catastrophic release of this type of container will result in longer downwind effect
◦ Ship and pipeline are low temperature
Mitigation is possible for ship and pipeline, more difficult for iso tanks and tanker trucks
201Based on LCT01 distances