Advances in Flood Risk Analysis

Advances in Flood Risk Analysis S.N. (Bas) Jonkman Professor of Hydraulic Engineering, Delft University Advisor, Rijkswaterstaat Challenge the future...
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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

… Challenge the future

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

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