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Model Development of
Tank Car Conditional Probability of Release
and Expected Quantity of Release
Xiaonan Zhou & Rapik Saat, Ph.D.
Rail Transportation and Engineering Center
Department of Civil Engineering
University of Illinois at Urbana-Champaign
INFORMS 2013 Annual Conference
October 7th 2013
Minneapolis, MN
Slide 2	
Outline
•  Study Background
–  Hazardous Materials Transportation Risk
–  Tank Car Conditional Probability of Release (CPR)
–  Tank Car Expected Quantity of Release (EQR)
•  Study Objectives
•  Modelling Process Overview
–  Dataset Refinement
–  Variable Selection Process
–  Model Estimation
•  Future Work
Slide 3	
Hazardous Materials Transportation Risk
RHazmat = f (PA, CPR, EQR, C)
Probability of an Accident
Conditional Probability of Release
(CPR)
Expected Quantity of Release
(EQR)
Consequences of Release
Slide 4	
Event Tree of Hazmat Release Accidents
Quantity of
Release
Probability of
Release
Probability
of Accident
Release
Accident
Non Release
Toxic Cloud
Pool Fire
Explosion
Flash Fire
Consequences
of Release
Non Derailment/
Collision
Derailment/
Collision
Quantity of
Release
Slide 5	
Definition and Measurement Methods
•  Definition
–  CPR: Probability of a release given that a tank car involved in a
derailment or collision
–  QR: Quantity of release from a tank car in an accident-caused
release incident
–  EQR: Expected QR
•  Measurement methods using historical data
–  CPR = Number of Car Released / Number of Cars Involved in
Accidents
–  QR = Amount of Lading Loss / Car Tank Capacity
Slide 6	
Motivation of Model Development
•  Increasing concern with the safety of tank cars
transporting hazardous materials
•  CPR and QR are two major factors affecting the risk of
hazardous material transportation
•  The model of CPR and EQR will provide
–  Analysis of the performance of existing tank car design and
safety features
–  Predictions of the effects of tank car design modifications
–  Guidance of future tank car designs
Slide 7	
Data Source
•  Railway Supply Institute (RSI) and the Association of American
Railroads (AAR) Tank Car Accident Database (TCAD)
•  More than 40 thousand records of tank cars involved in accidents
have been recorded since 1970 in TCAD
•  Resultant database provides a robust source of information for
quantitative analysis of tank car safety design
Slide 8	
Dataset Refinement
Filter
Number of Records
Removed
Cumulative Number of
Records Remaining
Accident occurring before 1980 (DOA) 18,884 26,127
Cars built before 1970 (YCB) 20,053 20,834
Without stub sills (Sill Type) 10,334 20,542
Without shelf couplers (Coupler Type) 21,962 18,424
Other than 100 ton and 110 ton cars (Tonnage) 10,276 18,258
Release due to fire exposure (Fire Cause) 848 18,180
Empty cars 9,874 14,507
Material other than TC128, A515 or A516 19,886 13,553
Other than spec. 105, 111, 112, 114 or 211 5,485 13,519
Incomplete / Inconsistent Records 6,805 6,665
Lading Lost (LDL) - 1,337
•  As of 2010, the TCAD contains records for 45,011 tank cars that have been
involved in a collision or derailment
CPR
EQR
Slide 9	
Variables in the Model
Type of Variable Name Value
Tank Design
Material specification TC128, A515 or A516
Material thickness 0.437 to 1.033 inches
Presence of jacket Yes/No
Insulation thickness 0 to 8 inches
Tank inside diameter 87 to 121 inches
Cargo tank capacity 10,422 to 34,500 gallons
Presence of head shield full, half or none
Pressure rating of top fittings pressure or non-pressure
Presence of bottom fittings Yes/No
Presence of external heating coils Yes/No
Accident
Track type mainline or yard
Accident type derailment or collision
Number of cars derailed continuous number
Train speed 0 to 78 mph
Severity of impact 0 to 78 mph
Hazard environment 1 to 8
Commodities Lading commodity Lading A, B, C, D…
Slide 10	
Statistical Approach to Modelling CPR & EQR
•  Four main components of a tank car can fail and result
in a release of hazardous materials
–  Shell
–  Head
–  Top Fittings (TF)
–  Bottom Fittings (BF)
Head
Shell Top Fittings
Bottom Fittings
Slide 11	
CPR Modeling
Slide 12	
Modelling Component Specific CPR
•  The observations for dependent variable of CPR is
binary
–  A release occurred (1)
–  A release did not occur (0)
•  CPRi follows a logistic function
CPRi = eLi(X) / (1+eLi(X))
–  i is head, shell, TF, BF
–  Li(X) is the likelihood function for CPR of
each component
Slide 13	
3-Step Modelling Procedure for Component
Specific Likelihood Functions
•  Data refinement & variable set selection
•  Variable selection using R’s gMCP procedure with a logistic
distribution
–  A bi-level coordinate descent algorithm variable selection
procedure first available in November 2012
–  Used 10-fold cross-validation to identify the most influential
variables
•  Coefficient estimation & model finalization using SAS’s
PROC LOGISTIC
–  Developed models using combined statistical tests
–  Selected the best performing model in which coefficients for
variables behave in an intuitive manner
•  Hosmer-Lemeshow Test
•  Area-Under-The-Curve / Concordance Index
Slide 14	
Example of CPRHead Modeling Result
•  25 initial variables/interactions
considered
•  Variable selection:
–  Min CVE ≅ 0.31
–  Optimum lambda = 0.0851
–  8 variables/interactions selected
(includes main effects and
interaction terms)
•  Model Finalization:
–  Concordance Index of 0.7757
–  Hosmer-Lemeshow P-value =
0.0599
Head Model Cross Validation Error
(CVE) Minimization through
Coordinate Descent
Head Model ROC Curve
Slide 15	
EQR Modeling
Slide 16	
Average Quantity of Lading Lost
for Each Components
63	 63	
13	
24	
58	
0	
10	
20	
30	
40	
50	
60	
70	
Head	 Shell	 Top	Fi7ngs	 Bo<om	
Fi7ngs	
Mul@ple	
Sources	
Percentage	of	Car	Capacity	(%)	
Release	Source
Slide 17	
Distribution of Percentage of
Quantity of Lading Lost for Each Components
15 14
40
79
66
6 9 10
4
10
17
12 14
3
12
20
17
11
3 2
42
49
25
11 10
0
10
20
30
40
50
60
70
80
90
Head Shell Top Fittings Bottom Fittings Multiple Sources
Frequency(%)
Cause of Loss
0-5 5-20 20-50 50-80 80-100
Slide 18	
gMCP is designed for
response variables
following Gaussian,
binomial or logistic
distributions
The QR
observations
range from (0, 1),
following beta
distribution
Modelling Component Specific EQR
EQRi = elogitEQRi / (1+elogitEQRi)
logitEQRi=log(EQRi/(1-EQRi)) : (0,1) R
Slide 19	
3-Step Modelling Procedure for Component
Specific LogitEQR Function
•  Variable set selection & data refinement
•  Variable selection using R’s gMCP procedure with a Gaussian
distribution
–  Used BIC to identify the most influential variables
–  Used 10-fold cross-validation to identify additional influential variables
•  Coefficient estimation & model finalization using SAS’s PROC
Glimmix
–  Used individual P-values to evaluate the inclusion of additional
influential variables
–  Selected the best performing model in which coefficients for variables
behave in an intuitive manner
•  Normal test P-value for residual
Slide 20	
Example of EQRBottom_Fittings Modeling Results
•  25 initial variables/interactions
considered
•  Variable selection
–  Min CVE ≅ 16.6
–  Optimum lambda = 0.5058
–  12 variables/interactions selected
(includes main effects and interaction
terms)
•  Model finalization
–  Normal test P-value
of the residual
Bottom Fittings Model Cross
Validation Error
Bottom Fitting Model Q-Q Plot
Slide 21	
Comparison between EQR Observation
Distribution vs. Prediction Distribution
Observation Distribution Prediction Distribution
Slide 22	
Model Application
Slide 23	
Example of Modeling Results:
Tank Thickness Effects
Head
Shell
0
2
4
6
8
10
12
14
16
0.4 0.5 0.6 0.7 0.8 0.9 1
PercentChanceofLadingLoss(%)
Tank Thickness (Inches)
All Bare Tanks – No Jacket, No Head Shield
(for the sixth car derailed in a 11-car derailment
at train speed of 26 mph)
Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average,
11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
Slide 24	
Example of Modeling Results:
Head Shield Effects
No Head Shield
Half-Height HS
Full-Height HS
0.0
0.5
1.0
1.5
2.0
2.5
3.0
3.5
4.0
0.4 0.5 0.6 0.7 0.8 0.9 1
PercentChanceofLadingLoss(%)
Tank Thickness (Inches)
All Cars Jacketed/Insulated
(for the sixth car derailed in a 11-car derailment at
train speed of 26 mph)
Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average,
11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
Slide 25	
Example of Modeling Results:
Jacket/Insulation Effects
Head - No Jacket
Head w/Jacket
Shell - No Jacket
Shell w/Jacket
0
2
4
6
8
10
12
14
16
0.4 0.5 0.6 0.7 0.8 0.9 1
PercentChanceofLadingLoss(%)
Tank Thickness (Inches)
All Cars Unequipped with Head Shields
(for the sixth car derailed in a 11-car derailment at
train speed of 26 mph)
Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average,
11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
Slide 26	
Future Work
•  Finalize the model calculator for CPR model
•  Compare the results with RA-05-02 report
•  Build the model calculator for EQR model
•  Analyze how tank thickness, head shield and tank
jacket affected EQR
Slide 27	
Acknowledgements
•  Funding for this research has been provided by the Railway Supply Institute
(RSI) – Association of American Railroads (AAR) Railroad Tank Car Safety
Research & Test Project
•  CPR Model was developed by:
–  Laura Ghosh
•  Industry partnership and support has been provided by:
–  Todd Treichel (RSI-AAR)
–  Steve Kirkpatrick (Applied Research Associates, Inc.)
•  Insight and assistance from UIUC have also been provided by:
–  Rapik Saat
–  Junho Song
–  Chris Barkan
–  Lanqing Hua from the Illinois Statistics Office
–  Jesus Aguilar Serrano & Chen-Yu Lin
Slide 28	
References
•  http://www.jeffstrainsite.com
•  http://www.westchestergov.com/emergserv/jdocs/railroadTank.htm
•  Treichel, T. T., J. P. Hughes, C. P. L. Barkan, R. D. Sims, E. A. Phillips
and M. R. Saat (2006). Safety Performance of Tank Cars in Accidents:
Probabilities of Lading Loss (RA-05-02). RSI-AAR Railroad Tank Car
Safety Research and Test Project.
•  Barkan, Christopher P.L., Satish V. Ukkusuri and S. Travis Waller
(2007). Optimizing the design of railway tank cars to minimize accident-
caused releases. Computers & Operations Research, Volume 34, Issue
5, Pages 1266-1286, ISSN 0305-0548, 10.1016/j.cor.2005.06.002.
(http://www.sciencedirect.com/science/article/pii/S0305054805001814)
•  Ma, S., J. Huang, F. Wei, Y. Xie and K. Fang, 2011. Integrative analysis
of multiple cancer prognosis studies with gene expression
measurements. Stat Med. Vol. 30, Issue 28, pp. 3361-71. doi: 10.1002/
sim. 4337. Epub 2011 Aug 25. (
http://www.ncbi.nlm.nih.gov/pmc/articles/PMC3399910/)

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Informs_Xiaonan_03Oct2013

  • 1. Model Development of Tank Car Conditional Probability of Release and Expected Quantity of Release Xiaonan Zhou & Rapik Saat, Ph.D. Rail Transportation and Engineering Center Department of Civil Engineering University of Illinois at Urbana-Champaign INFORMS 2013 Annual Conference October 7th 2013 Minneapolis, MN
  • 2. Slide 2 Outline •  Study Background –  Hazardous Materials Transportation Risk –  Tank Car Conditional Probability of Release (CPR) –  Tank Car Expected Quantity of Release (EQR) •  Study Objectives •  Modelling Process Overview –  Dataset Refinement –  Variable Selection Process –  Model Estimation •  Future Work
  • 3. Slide 3 Hazardous Materials Transportation Risk RHazmat = f (PA, CPR, EQR, C) Probability of an Accident Conditional Probability of Release (CPR) Expected Quantity of Release (EQR) Consequences of Release
  • 4. Slide 4 Event Tree of Hazmat Release Accidents Quantity of Release Probability of Release Probability of Accident Release Accident Non Release Toxic Cloud Pool Fire Explosion Flash Fire Consequences of Release Non Derailment/ Collision Derailment/ Collision Quantity of Release
  • 5. Slide 5 Definition and Measurement Methods •  Definition –  CPR: Probability of a release given that a tank car involved in a derailment or collision –  QR: Quantity of release from a tank car in an accident-caused release incident –  EQR: Expected QR •  Measurement methods using historical data –  CPR = Number of Car Released / Number of Cars Involved in Accidents –  QR = Amount of Lading Loss / Car Tank Capacity
  • 6. Slide 6 Motivation of Model Development •  Increasing concern with the safety of tank cars transporting hazardous materials •  CPR and QR are two major factors affecting the risk of hazardous material transportation •  The model of CPR and EQR will provide –  Analysis of the performance of existing tank car design and safety features –  Predictions of the effects of tank car design modifications –  Guidance of future tank car designs
  • 7. Slide 7 Data Source •  Railway Supply Institute (RSI) and the Association of American Railroads (AAR) Tank Car Accident Database (TCAD) •  More than 40 thousand records of tank cars involved in accidents have been recorded since 1970 in TCAD •  Resultant database provides a robust source of information for quantitative analysis of tank car safety design
  • 8. Slide 8 Dataset Refinement Filter Number of Records Removed Cumulative Number of Records Remaining Accident occurring before 1980 (DOA) 18,884 26,127 Cars built before 1970 (YCB) 20,053 20,834 Without stub sills (Sill Type) 10,334 20,542 Without shelf couplers (Coupler Type) 21,962 18,424 Other than 100 ton and 110 ton cars (Tonnage) 10,276 18,258 Release due to fire exposure (Fire Cause) 848 18,180 Empty cars 9,874 14,507 Material other than TC128, A515 or A516 19,886 13,553 Other than spec. 105, 111, 112, 114 or 211 5,485 13,519 Incomplete / Inconsistent Records 6,805 6,665 Lading Lost (LDL) - 1,337 •  As of 2010, the TCAD contains records for 45,011 tank cars that have been involved in a collision or derailment CPR EQR
  • 9. Slide 9 Variables in the Model Type of Variable Name Value Tank Design Material specification TC128, A515 or A516 Material thickness 0.437 to 1.033 inches Presence of jacket Yes/No Insulation thickness 0 to 8 inches Tank inside diameter 87 to 121 inches Cargo tank capacity 10,422 to 34,500 gallons Presence of head shield full, half or none Pressure rating of top fittings pressure or non-pressure Presence of bottom fittings Yes/No Presence of external heating coils Yes/No Accident Track type mainline or yard Accident type derailment or collision Number of cars derailed continuous number Train speed 0 to 78 mph Severity of impact 0 to 78 mph Hazard environment 1 to 8 Commodities Lading commodity Lading A, B, C, D…
  • 10. Slide 10 Statistical Approach to Modelling CPR & EQR •  Four main components of a tank car can fail and result in a release of hazardous materials –  Shell –  Head –  Top Fittings (TF) –  Bottom Fittings (BF) Head Shell Top Fittings Bottom Fittings
  • 12. Slide 12 Modelling Component Specific CPR •  The observations for dependent variable of CPR is binary –  A release occurred (1) –  A release did not occur (0) •  CPRi follows a logistic function CPRi = eLi(X) / (1+eLi(X)) –  i is head, shell, TF, BF –  Li(X) is the likelihood function for CPR of each component
  • 13. Slide 13 3-Step Modelling Procedure for Component Specific Likelihood Functions •  Data refinement & variable set selection •  Variable selection using R’s gMCP procedure with a logistic distribution –  A bi-level coordinate descent algorithm variable selection procedure first available in November 2012 –  Used 10-fold cross-validation to identify the most influential variables •  Coefficient estimation & model finalization using SAS’s PROC LOGISTIC –  Developed models using combined statistical tests –  Selected the best performing model in which coefficients for variables behave in an intuitive manner •  Hosmer-Lemeshow Test •  Area-Under-The-Curve / Concordance Index
  • 14. Slide 14 Example of CPRHead Modeling Result •  25 initial variables/interactions considered •  Variable selection: –  Min CVE ≅ 0.31 –  Optimum lambda = 0.0851 –  8 variables/interactions selected (includes main effects and interaction terms) •  Model Finalization: –  Concordance Index of 0.7757 –  Hosmer-Lemeshow P-value = 0.0599 Head Model Cross Validation Error (CVE) Minimization through Coordinate Descent Head Model ROC Curve
  • 16. Slide 16 Average Quantity of Lading Lost for Each Components 63 63 13 24 58 0 10 20 30 40 50 60 70 Head Shell Top Fi7ngs Bo<om Fi7ngs Mul@ple Sources Percentage of Car Capacity (%) Release Source
  • 17. Slide 17 Distribution of Percentage of Quantity of Lading Lost for Each Components 15 14 40 79 66 6 9 10 4 10 17 12 14 3 12 20 17 11 3 2 42 49 25 11 10 0 10 20 30 40 50 60 70 80 90 Head Shell Top Fittings Bottom Fittings Multiple Sources Frequency(%) Cause of Loss 0-5 5-20 20-50 50-80 80-100
  • 18. Slide 18 gMCP is designed for response variables following Gaussian, binomial or logistic distributions The QR observations range from (0, 1), following beta distribution Modelling Component Specific EQR EQRi = elogitEQRi / (1+elogitEQRi) logitEQRi=log(EQRi/(1-EQRi)) : (0,1) R
  • 19. Slide 19 3-Step Modelling Procedure for Component Specific LogitEQR Function •  Variable set selection & data refinement •  Variable selection using R’s gMCP procedure with a Gaussian distribution –  Used BIC to identify the most influential variables –  Used 10-fold cross-validation to identify additional influential variables •  Coefficient estimation & model finalization using SAS’s PROC Glimmix –  Used individual P-values to evaluate the inclusion of additional influential variables –  Selected the best performing model in which coefficients for variables behave in an intuitive manner •  Normal test P-value for residual
  • 20. Slide 20 Example of EQRBottom_Fittings Modeling Results •  25 initial variables/interactions considered •  Variable selection –  Min CVE ≅ 16.6 –  Optimum lambda = 0.5058 –  12 variables/interactions selected (includes main effects and interaction terms) •  Model finalization –  Normal test P-value of the residual Bottom Fittings Model Cross Validation Error Bottom Fitting Model Q-Q Plot
  • 21. Slide 21 Comparison between EQR Observation Distribution vs. Prediction Distribution Observation Distribution Prediction Distribution
  • 23. Slide 23 Example of Modeling Results: Tank Thickness Effects Head Shell 0 2 4 6 8 10 12 14 16 0.4 0.5 0.6 0.7 0.8 0.9 1 PercentChanceofLadingLoss(%) Tank Thickness (Inches) All Bare Tanks – No Jacket, No Head Shield (for the sixth car derailed in a 11-car derailment at train speed of 26 mph) Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average, 11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
  • 24. Slide 24 Example of Modeling Results: Head Shield Effects No Head Shield Half-Height HS Full-Height HS 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 0.4 0.5 0.6 0.7 0.8 0.9 1 PercentChanceofLadingLoss(%) Tank Thickness (Inches) All Cars Jacketed/Insulated (for the sixth car derailed in a 11-car derailment at train speed of 26 mph) Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average, 11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
  • 25. Slide 25 Example of Modeling Results: Jacket/Insulation Effects Head - No Jacket Head w/Jacket Shell - No Jacket Shell w/Jacket 0 2 4 6 8 10 12 14 16 0.4 0.5 0.6 0.7 0.8 0.9 1 PercentChanceofLadingLoss(%) Tank Thickness (Inches) All Cars Unequipped with Head Shields (for the sixth car derailed in a 11-car derailment at train speed of 26 mph) Note: Analysis of Class I railroad accidents between 2003-2012 from the FRA database indicated that on average, 11 cars derailed on a derailment on mainline or siding at an average speed of 26 mph
  • 26. Slide 26 Future Work •  Finalize the model calculator for CPR model •  Compare the results with RA-05-02 report •  Build the model calculator for EQR model •  Analyze how tank thickness, head shield and tank jacket affected EQR
  • 27. Slide 27 Acknowledgements •  Funding for this research has been provided by the Railway Supply Institute (RSI) – Association of American Railroads (AAR) Railroad Tank Car Safety Research & Test Project •  CPR Model was developed by: –  Laura Ghosh •  Industry partnership and support has been provided by: –  Todd Treichel (RSI-AAR) –  Steve Kirkpatrick (Applied Research Associates, Inc.) •  Insight and assistance from UIUC have also been provided by: –  Rapik Saat –  Junho Song –  Chris Barkan –  Lanqing Hua from the Illinois Statistics Office –  Jesus Aguilar Serrano & Chen-Yu Lin
  • 28. Slide 28 References •  http://www.jeffstrainsite.com •  http://www.westchestergov.com/emergserv/jdocs/railroadTank.htm •  Treichel, T. T., J. P. Hughes, C. P. L. Barkan, R. D. Sims, E. A. Phillips and M. R. Saat (2006). Safety Performance of Tank Cars in Accidents: Probabilities of Lading Loss (RA-05-02). RSI-AAR Railroad Tank Car Safety Research and Test Project. •  Barkan, Christopher P.L., Satish V. Ukkusuri and S. Travis Waller (2007). Optimizing the design of railway tank cars to minimize accident- caused releases. Computers & Operations Research, Volume 34, Issue 5, Pages 1266-1286, ISSN 0305-0548, 10.1016/j.cor.2005.06.002. (http://www.sciencedirect.com/science/article/pii/S0305054805001814) •  Ma, S., J. Huang, F. Wei, Y. Xie and K. Fang, 2011. Integrative analysis of multiple cancer prognosis studies with gene expression measurements. Stat Med. Vol. 30, Issue 28, pp. 3361-71. doi: 10.1002/ sim. 4337. Epub 2011 Aug 25. ( http://www.ncbi.nlm.nih.gov/pmc/articles/PMC3399910/)