Advances in Flood Risk Analysis S.N. (Bas) Jonkman Professor of Hydraulic Engineering, Delft University Advisor, Rijkswaterstaat
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Advances in Flood Risk Analysis S.N. (Bas) Jonkman Professor of Hydraulic Engineering, Delft University Advisor, Rijkswaterstaat
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Damages due to hurricane Ike (2008)
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Houston Galveston Bay Region
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4
Outline 1. Advances in flood risk assessment in the Netherlands 2. Methods for loss of life estimation 3. Research on levee failures
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Tour of the flood management system Holland coast
Closure dam
Rotterdam
Southwest Delta
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Introduction of risk-based approach • Flooding probabilities: • Dike ring systems • Multiple failure mechanisms
• Consequences: Life loss, economic
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Failure mechanisms – New Orleans Instability
Overflow / overtopping
Piping
Transitions
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Probability of flooding System modelling and fault tree dunes
Flooding
( y (system failure)) sluice
levee section
piping
failure element #1
overtopping
slope failure
failure element #2
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Probability of flooding VNK, Example of resultsc
Annual probability of failure
>
International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL)
2. Benchmarking cases 1. Empirical data collection
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL) 3. Development of international guidance for users • Low-severity flooding and evacuation effectiveness • How to use for acceptable risk evaluation (FN)
4. Experimental research on specific components: cars, buildings 5. International partnership Evacuation models
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Closing remarks • • • •
Field of flood risk analysis is advancing Many uncertainties in failure and consequence analysis To be advanced through data and event analysis Connect probabilistic and deterministic approaches
• Levee database: contributions / cases are very welcome • International collaboration in event evaluation and riskassessment
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Models for Loss of Life Estimation
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BC Hydro LSM LifeSim
Instability tests
HEC-FIA
Meso: Zone or location
Flood Risks to people Jonkman 1953 Graham
DeKay and McClelland
Macro: event
Level of detail
Micro: individual
Methods: Loss of Life
Katrina
Mechanistic
Empirical Basic modelling principles
N (1 FE ) FD N PAR
N – loss of life FE – evacuation and shelter fraction FD – mortality fraction NPAR – number of people at risk Challenge the future
Loss of life Based on 1953 disaster Breach location zones:
• Based on historical disasters, three hazard zones distinguished:
4 12
2 6
Zone with rapidly rising water
7
11
13
Breach zone
5
3
8
• Breach zone • Zone with rapidly rising • water • Remaining zone
Remaining zone
9
14
10
NL 1953
UK 1953
fit Exponential
fit Lognormal
Japan 1959
1
mortality (-)
0,8 0,6 0,4 0,2 0 0
2
4
6
w ater depth (m )
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8
Loss of life New Orleans (around 800) 0.05
m o rta lity (-)
0.04
0.03
observations Orleans observations St. Bernard
0.02
bestfit trendline
0.01
0.00 0
1
2
3
4
w ater depth (m)
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Model developments
BC Hydro’s LSM
• Simulation models • Powerful visualization and communication tools • Hard to calibrate, Input output
• Empirical models • USBR’s RCEM method (next slide) • Additional cases collected from China, Indonesia etc.
Jakarta, Situ Gintung (2009)
Banqiao dam failure (1975)
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Source: USBR, RCEM
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
1. Int. Levee Performance Database (ILPD)
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL)
2. Benchmarking cases 1. Empirical data collection
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL) 3. Development of guidance for users as part of risk assessment • Low-severity flooding and evacuation levees • How to use for acceptable risk evaluation (FN)
3. FN criteria
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL) 3. Development of guidance for users as part of risk assessment • Availability of a suite of models • Low-severity flooding and evacuation levees • How to use for acceptable risk evaluation (FN)
4. Experimental research on specific components: cars, buildings Source: G. Smith, UNSW
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Loss of life: challenges & agenda 1. Empirical data collection for calibration and validation => International data collection and sharing effort
2. Benchmarking of models using validation cases (USACE, NL) 3. Development of guidance for users as part of risk assessment • Availability of a suite of models • Low-severity flooding and evacuation levees • How to use for acceptable risk evaluation (FN)
4. Experimental research on specific components: cars, buildings 5. International network / community