powerpoint presentation - samsi · issaquah class ferry on the bremerton to seattle route in a...
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Do
wn
load
ed f
rom
in
form
s.o
rg b
y [
12
8.1
72
.48.1
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] o
n 1
3 M
ay 2
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at 1
1:4
2 .
Fo
r per
sonal
use
only
, al
l ri
gh
ts r
eser
ved
.
Debonding
Loss of Tile
Debris
Damage
Reentry
Heating
Loss of
Additional
Tiles
Subsystem
Malfunction
Loss of
Shuttle
Inspection
Decisions
Maintenance
Decisions
Design
Decisions
In-flight Repair
Decisions
Flight
Decisions
Take-off
Decisions
Deep
Knowledge
Some
Knowledge
Outside
Expert’s Area
M. E. Pate-Cornell, L. M. Lakats, D. M. Murphy, D. M. Gaba (1997) Anesthesia Patient Risk: A Quantitative Approach to Organizational Factors and Risk Management Options. Risk Analysis 17(4): 511-523
Fatigue
Cognitive
Problems
Personality
Problems
Severe
Distraction
Drug
Abuse
Alcohol
Abuse
Neurological
Problems
Lack of
Training
Lack of
Supervision
Accident
Periodic
Simulator Test
Formal Retirement
Procedure
Periodic
Medical Exam
Strict Supervision
of Residents
Formal
Recertification
Simulator
Training - Resident
Simulator
Training - Expert
Random
Alcohol Testing
Random
Drug Testing
Work Schedule
Deep
Knowledge
Some
Knowledge
Outside
Expert’s Area
Incidents
Type of
Other
Vessel
Location
Current
Speed &
Direction
Proximity
To Shore
Human
Error
Nav. Aid
Failures
Propulsion
Failure
Steering
Failure
Maintenance
Practices
Engineering
Crew Training
Wind
Speed &
DirectionVessel Type
Drift
GroundingCollision
Powered
Grounding
Bridge Crew
Training
Bridge Crew
Experience
Accidents
Proximity
To Other
Vessel
Situational
Variables
Organizational
Variables
Deep
Knowledge
Some
Knowledge
Outside
Expert’s Area
S:DP4153DRiskProfileWhat-IfFV- VesselTimeExp.:5%ofBaseCaseVTE
23-24 22-23
21-22 20-21
19-20 18-19
17-18 16-17
15-16 14-15
13-14 12-13
11-12 10-11
9-10 8-9
7-8 6-7
5-6 4-5
3-4 2-3
1-2 0-1
R:KM3483DRiskProfileWhat-IfFV- VesselTimeExp.:7%ofBaseCaseVTE
23-24 22-23
21-22 20-21
19-20 18-19
17-18 16-17
15-16 14-15
13-14 12-13
11-12 10-11
9-10 8-9
7-8 6-7
5-6 4-5
3-4 2-3
1-2 0-1
Q:GW4873DRiskProfileWhat-IfFV- VesselTimeExp.:12%ofBaseCaseVTE
23-24 22-23
21-22 20-21
19-20 18-19
17-18 16-17
15-16 14-15
13-14 12-13
11-12 10-11
9-10 8-9
7-8 6-7
5-6 4-5
3-4 2-3
1-2 0-1
T:GW- KM- DP3DRiskProfileWhat-IfFV- VesselTimeExp.:24%ofBaseCaseVTE
23-24 22-23
21-22 20-21
19-20 18-19
17-18 16-17
15-16 14-15
13-14 12-13
11-12 10-11
9-10 8-9
7-8 6-7
5-6 4-5
3-4 2-3
1-2 0-1
E.g. Inadequate Skills,
Knowledge,Equipment,
Maintenance,Management
Stage 1Basic/Root
Causes
E.g. Human Error,
Equipment Failure,
Stage 2Immediate
Causes
E.g. Propulsion Failure,
Steering Failure,Hull Failure,
Nav. Aid. Failure,Human Error
Stage 3Incident
E.g. Collisions,
Groundings,Founderings,
Allisions,Fire/Explosion
Stage 4Accident
E.g. Oil Outflow,
Persons in Peril
Stage 5Consequence
E.g. Environmental
Damage,Loss of Life
Stage 6Impact
ORGANIZATIONAL FACTORSVessel type Flag/classification societyVessel age Management type/changesPilot/officers on bridge Vessel incident/accident historyIndividual/team training Safety management system
SITUATIONAL FACTORSType of waterway VisibilityTraffic situation WindTraffic density CurrentVisibility Time of day
Risk Reduction Interventions
E.g.
Inadequate Skills,
Knowledge,
Equipment,
Maintenance,
Management
E.g.
Human Error,
Equipment Failure,
E.g.
Propulsion Failure,
Steering Failure,
Hull Failure,
Nav. Aid. Failure,
Human Error
E.g.
Collisions,
Groundings,
Founderings,
Allisions,
Fire/Explosion
E.g.
Oil Outflow,
Persons in Peril
E.g.
Environmental
Damage,
Loss of Life
Stage 1
Basic/Root
Causes
Stage 2
Immediate
Causes
Stage 3
Incident
Stage 4
Accident
Stage 5
Consequence
Stage 6
Impact
E.g.
Emergency Repair or
Assist Tug,
Emergency Response
Coordination,
VTS Watch
Risk Reduction/
Prevention
4. Intervene to
Prevent Accident
if Incident Occurs
E.g.
Double Hull,
Double Bottom
Risk Reduction/
Prevention
5. Reduce
Consequence
(Oil Outflow)
if Accident Occurs
E.g.
Pollution
Response Vessel,
Oil Boom,
Pollution
Response
Coordination
Risk Reduction/
Prevention
6. Reduce Impact if
Oil Outflow Occurs
E.g.
ISM,
Training,
Better
Maintenance
Risk Reduction/
Prevention
1. Decrease
Frequency of
Root/Basic
Causes
E.g.
Inspection Program,
Double Engine,
Double Steering,
Redundant Nav Aids,
Work Hour Limits,
Drug/Alcohol Tests
Risk Reduction/
Prevention
2. Decrease
Frequency of
Immediate
Causes
3. Decrease
Exposure to
Hazardous
Situations
E.g.
Closure Conditions,
One-way Zone,
Traffic Sep. Scheme,
Traffic Management,
Nav. Aids for Poor
Visibility
Pate-Cornell, M. E. (1996) Uncertainties in Risk Analysis: Six Levels of Treatment.
Risk Analysis 54 95-111.
Correlations LawComputer
ScienceMedicine Library Science Business Admin.
With mean similarity rank
0.93 0.96 0.92 0.88 0.88
With base rate 0.33 -0.35 0.27 -0.03 0.62
32
Issaquah class ferry
On the Bremerton to Seattle route
Crossing situation within 15 minutes
Other vessel is a navy vessel
No other vessels around
Good visibility
Negligible wind
34
Issaquah class ferry on the Bremerton to Seattle route in a
crossing situation within 15 minutes, no other vessels around,
good visibility, negligible wind.
Other vessel is a navy vessel Other vessel is a product tanker
Example taken from the Washington State Ferries Risk Assessment
35
Issaquah Ferry Class -
SEA-BRE(A) Ferry Route -
Navy 1st Interacting Vessel Product Tanker
Crossing Traffic Scenario 1st Vessel -
< 1 mile Traffic Proximity 1st Vessel -
No Vessel 2nd Interacting Vessel -
No Vessel Traffic Scenario 2nd Vessel -
No Vessel Traffic Proximity 2nd Vessel -
> 0.5 Miles Visibility -
Along Ferry Wind Direction -
0 Wind Speed -
Likelihood of Collision -
9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9
36
0 0( | , , ) exp ,TP Event X p p X Model
0
0
( | , ) exp( )exp ( ) ,
( | , ) exp( )
TT
T
P Event R p RR L
P Event L p L
Compare left
and right
scenarios
ji
T
ijiji uXzy ,,, )ln( Regression
analysis
37
9 8 7 6 5 4 3 2 1 2 3 4 5 6 7 8 9Likelihood of Collision
, , ,ln( )i j i j i i jy z u
Expert errors are purely
disagreement about βi
38
Description Notation Values
Ferry route and class FR_FC 26
Type of 1st interacting vessel TT_1 13
Scenario of 1st interacting vessel TS_1 4
Proximity of 1st interacting vessel TP_1 Binary
Type of 2nd interacting vessel TT_2 5
Scenario of 2nd interacting vessel TS_2 4
Proximity of 2nd interacting vessel TP_2 Binary
Visibility VIS Binary
Wind direction WD Binary
Wind speed WS Continuous
-3
-2
-1
0
1
2
3
FR-FC TT_1 TS_1 TP_1 TT_2 TS_2 TP_2 VIS WD WS FR-FC
*TT_1
FR-FC
*TS_1
FR-FC
*VIS
TT_1
*TS_1
TT_
*VIS
TS_1
*VIS
Density o
f B
eta
Szwed et al.’s analysis with independence
Σ,0~
1
MVNormal
e
e
e
p
Winkler, R. L. (1981). Combining probability distributions from
dependent information sources. Management Science, 27, 479–
488.
42
T
iX
T
ijiji Xyu ,,
Σ,0~
,
1,
MVNormal
u
u
u
pi
i
T
i
Each expert’s
assessment is
related to β by
the model
β is a model
parameter and
can’t be
observed
Each expert
assesses Θ
directly
Θ is a real
quantity and
could be
observed
1 12 1 1| , , exp exp 1 1
2 2
N TT TTp tr tr
Y X Σ Σ VΣ B X X B Σ
1
* * *1| , , exp .
2
T
p
Y X Σ
1
* 1
ˆ 1
1 1T
BΣ
Σ
1
* 11 1
T
T
X X
Σ
Σ
1
ˆ T T
B X X X Y
Merrick, J. R.W., van Dorp, J. R., & Singh, A. (2005b). Analysis of
correlated expert judgments from extended pairwise comparisons.
Decision Analysis, 2(1), 17–29.
44
1*
1
1
1 1
T
T
Σ
Σ
1
* 1
ˆ 1
1 1T
BΣ
Σ
1
* 11 1
T
T
X X
Σ
Σ
*2
1
1
1 1T
Σ
For β:
For Θ:
Slight difference removed if we define
the regression on the transpose
We followed Press’s convention
' 1 ' 'T Y X U
1T
Y X U
45
11,
11
1ˆ~,,|
1
111
1
111
Σ
XXAA
Σ
ΣBXXXXAΣXY
T
T
T
TTMVNormal
| , ~ ,Inv Wishart m N Σ Y X G V
Updating BXYBXYV ˆˆ T
mWishartInv ,~ G
11
,~|1
Σ
AΣ
TMVNormal
46
-300
-200
-100
0
100
200
300
FR-FC TT_1 TS_1 TP_1 TT_2 TS_2 TP_2 VIS WD WS FR-FC
*TT_1
FR-FC
*TS_1
FR-FC
*VIS
TT_1
*TS_1
TT_1
*VIS
TS_1
*VIS
De
nsity
of B
eta
Assume independence between the experts a priori
47
-3
-2
-1
0
1
2
3
FR-FC TT_1 TS_1 TP_1 TT_2 TS_2 TP_2 VIS WD WS FR-FC
*TT_1
FR-FC
*TS_1
FR-FC
*VIS
TT_1
*TS_1
TT_
*VIS
TS_1
*VIS
De
nsity
of B
eta
-3
-2
-1
0
1
2
3
FR-FC TT_1 TS_1 TP_1 TT_2 TS_2 TP_2 VIS WD WS FR-FC
*TT_1
FR-FC
*TS_1
FR-FC
*VIS
TT_1
*TS_1
TT_
*VIS
TS_1
*VIS
Density o
f B
eta
Our analysis with dependence
Szwed et al.’s analysis with independence
Doesn’t dependence
between
experts
increase
posterior
variance?
Dependent
Experts
Independent
Experts
48
1,1
0
1
-1 0 1
3,1
0
1
-1 0 1
3,3
0
1
-1 0 1
7,1
0
1
-1 0 1
7,3
0
1
-1 0 1
7,7
0
1
-1 0 1
4,1
0
1
-1 0 1
4,3
0
1
-1 0 1
4,7
0
1
-1 0 1
4,4
0
1
-1 0 1
2,1
0
1
-1 0 1
2,3
0
1
-1 0 1
2,7
0
1
-1 0 1
2,4
0
1
-1 0 1
2,2
0
1
-1 0 1
6,1
0
1
-1 0 1
6,3
0
1
-1 0 1
6,7
0
1
-1 0 1
6,4
0
1
-1 0 1
6,2
0
1
-1 0 1
6,6
0
1
-1 0 1
5,1
0
1
-1 0 1
5,3
0
1
-1 0 1
5,7
0
1
-1 0 1
5,4
0
1
-1 0 1
5,2
0
1
-1 0 1
5,6
0
1
-1 0 1
5,5
0
1
-1 0 1
8,1
0
1
-1 0 1
8,3
0
1
-0.9 0.1
8,7
0
1
-1 0 1
8,4
0
1
-1 0 1
8,2
0
1
-1 0 1
8,6
0
1
-1 0 1
8,5
0
1
-1 0 1
8,8
0
1
-1 0 1
Experts 1, 3 and 7 are correlated
Experts 2, 4 and 6 are correlated
Experts 5 and 8 are negatively or
uncorrelated with other experts
Remember we assumed
independence a priori,
but we learnt about Σ!
49
Comparing the
two scenarios
we pictured
earlier
90%
Credibility
Interval
Prior [1.88*10-35, 5.32*1034]
Dependent [4.38,5.84] ½ width = 0.73
Independent [4.43,7.04] ½ width = 1.3
0
0.2
0.4
0.6
0.8
1
0 2 4 6 8 10
Ratio of probabilities
Pro
ba
bilt
y d
en
sity
prior dependent experts independent experts