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Vulnarability in Vulnarability in Relation to Risk Relation to Risk Management Management Sebnem Düzgün Sebnem Düzgün Middle East Technical University, Ankara, Middle East Technical University, Ankara, Turkey Turkey [email protected] [email protected]

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Page 1: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnarability in Relation Vulnarability in Relation to Risk Managementto Risk Management

Sebnem DüzgünSebnem Düzgün

Middle East Technical University, Ankara, TurkeyMiddle East Technical University, Ankara, [email protected]@metu.edu.tr

Page 2: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

OUTLINEOUTLINE

► Basic definitionsBasic definitions

► Vulnerability in risk assessmentVulnerability in risk assessment

► Vulnerability as a 2-D conceptVulnerability as a 2-D concept

► Problems of landslide vulnerabilityProblems of landslide vulnerability

► Current status of landslide vulnerability Current status of landslide vulnerability assessmentassessment

► A conceptual framework for vulnerability A conceptual framework for vulnerability assessementassessement

► ConclusionsConclusions

Page 3: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Basic DefinitionsBasic Definitions

Risk = Hazard x Elements at risk x Vulnerability

Vulnerability: The degree of loss to a given element or set of elements within the area affected by a hazard. It is expressed on a scale of 0 (no loss) to 1 (total loss).

Elements at risk: Population, buildings and engineering works, infrastructure, environmental features and economic activities in the area affected by a hazard.

Hazard: Probability that a particular danger (threat) occurs within a given period of time.

Page 4: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnerability in Risk AssessmentVulnerability in Risk Assessment

► What are the probable dangers/problems? What are the probable dangers/problems? [Danger [Danger Identification]Identification]

► What would be the magnitude of dangers/problems? What would be the magnitude of dangers/problems? [Hazard[Hazard Assessment]Assessment]

► What are the possible consequences and/or elements at risk? What are the possible consequences and/or elements at risk? [Consequence/Elements at Risk Identification][Consequence/Elements at Risk Identification]

► What might be the degree of damage in elements at risk? What might be the degree of damage in elements at risk? [Vulnerability Assessment][Vulnerability Assessment]

► What is the probability of damage? What is the probability of damage? [Risk [Risk Quantification/Estimation]Quantification/Estimation]

► What is the significance of estimated risk? What is the significance of estimated risk? [Risk Evaluation][Risk Evaluation]

► What should be done? What should be done? [Risk Management][Risk Management]

Page 5: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnerability as a 2-D ConceptVulnerability as a 2-D Concept

Perspective IPerspective I (Pyhsical vulnerability) (Pyhsical vulnerability):: This This investigatesinvestigates human human system’s sensitivity to the system’s sensitivity to the impacts of the hazard(s).impacts of the hazard(s). i.e. i.e. the hazard event is the hazard event is the active agent while the human system is the the active agent while the human system is the passive agentpassive agent

Perspective II (Social vulnerability): This puts the human system on the central stage. It arises from studies of underlying structural factors that make human societies susceptible to external hazards.

Page 6: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnerability as a 2-D ConceptVulnerability as a 2-D Concept

Main Difference in Perspectives I and II1. Social vulnerability concentrates on determining the coping capacity of

the society, which is determined by some indicators such as poverty, health, access to insurance, housing quality, social status, etc. However, physical vulnerability is a function of the type and intensity of natural hazard and characteristics of the elements at risk.

2. Although the concept of vulnerability has some negative connotations, the definition of social vulnerability is relatively more positive as it concentrates on the coping capacity of the society (resilience). This is in contrast to physical vulnerability, in which the main focus is on degree of loss.

3. Physical vulnerability changes depending on the type and intensity of the natural hazard, whereas the assessment of social vulnerability does not consider these factors. In other words social vulnerability basically is not hazard-specific.

4. Social vulnerability is dependent on the phases of the disaster, which is called short/long-term vulnerability. Short-term vulnerability refers to the period immediately after the disaster, while long-term vulnerability is mostly related to the post disaster-recovery period.

Page 7: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnerability AssessmentVulnerability Assessment

► For effective use of QRA in landslidesFor effective use of QRA in landslides

► Risk assessment for multi-hazard situationsRisk assessment for multi-hazard situations

Generalized quantitative models for vulnerability Generalized quantitative models for vulnerability assessment are essential:assessment are essential:

Page 8: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Problems of Landslide Problems of Landslide VulnerabilityVulnerabilityThe nature of landslides makes the development of The nature of landslides makes the development of quantitative models difficult. Because;quantitative models difficult. Because;

1.1. There is no unique way of computing landslide There is no unique way of computing landslide hazard hazard (Difference in hazard computation).(Difference in hazard computation).

2.2. Landslides are spatially discrete phenomena unlike Landslides are spatially discrete phenomena unlike earthquakes, floods and hurricanes, which have earthquakes, floods and hurricanes, which have spatially continuous loss measurement parameters spatially continuous loss measurement parameters such as ground motion, rainfall and wind speed such as ground motion, rainfall and wind speed (Difference in Phenomena)(Difference in Phenomena) . .

3.3. The notion of risk in landslides varies according to The notion of risk in landslides varies according to focus of interest focus of interest (Notion of risk).(Notion of risk).

Page 9: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Problems of Landslide VulnerabilityProblems of Landslide Vulnerability Difference in hazard computationDifference in hazard computation

Page 10: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Landslides are spatially discrete phenomena, whereas earthquake, flood, and wind are spatially continuous phenomena, which use continuous loss measurement parameters, such as:

1. Ground Motion in earthquakes2. Rainfall in floods3. Wind speed in storms

There is no such a measure in landslides since it is discrete in space.

Problems of Landslide VulnerabilityProblems of Landslide Vulnerability Difference in PhenomenaDifference in Phenomena

Page 11: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Continuous loss measures

Definition of 50-year return period wind speed based on 1/50 exceedance probability (Phoon et al. 1995)

Probabilistic loss curve (HAZUS 2001)

Problems of Landslide VulnerabilityProblems of Landslide Vulnerability Difference in PhenomenaDifference in Phenomena

Page 12: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Problems of Landslide VulnerabilityProblems of Landslide Vulnerability

Notion of RiskNotion of RiskType of RiskType of Risk DefinitionDefinitionAcceptableAcceptable Society desires to achieveSociety desires to achieve

TolerableTolerable Society wants to live with so as to secure certain Society wants to live with so as to secure certain net benefits net benefits

IndividualIndividual Imposed on a particular individual due to Imposed on a particular individual due to landslide hazardlandslide hazard

SocietalSocietal Imposed to society as a wholeImposed to society as a whole

VoluntaryVoluntary Voluntarily faced to gain benefitsVoluntarily faced to gain benefits

InvoluntaryInvoluntary Imposed by a controlling body, not the free Imposed by a controlling body, not the free choice of peoplechoice of people

SpecificSpecific Evaluated for a specific element at riskEvaluated for a specific element at risk

TotalTotal Sum of specific risksSum of specific risks

Page 13: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Risk formulationRisk formulation SourceSource

Risk = Hazard x ConsequencesRisk = Hazard x Consequences Einstein (1988)Einstein (1988)

Rs = H x VRs = H x V Varnes (1984)Varnes (1984)

Rt = Rs x E = (H x V) x ERt = Rs x E = (H x V) x E Varnes (1984)Varnes (1984)

Rt = Rt = ΣΣ(Rs x E) = (Rs x E) = ΣΣ(H x V x E)(H x V x E) Fell (1994)Fell (1994)

Rs = P(Hi) x Rs = P(Hi) x ΣΣ(E x V x Ex) (E x V x Ex) Rt = Σ Rs(Landslide events 1,…, n)Rt = Σ Rs(Landslide events 1,…, n)

Lee & Jones (2004)Lee & Jones (2004)

R(DI) = R(DI) = P(H) x P(S\H) x P (T\S) x P(L\T)P(H) x P(S\H) x P (T\S) x P(L\T)

Morgan et al. Morgan et al. (1992)(1992)

R(PD) = P(H) x P(S\H) x V(P\S) x ER(PD) = P(H) x P(S\H) x V(P\S) x E Dai et al. (2002)Dai et al. (2002)

Problems of Landslide VulnerabilityProblems of Landslide Vulnerability

Notion of RiskNotion of Risk

Page 14: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Current Status of Landslide Current Status of Landslide Vulnerability AssessmentVulnerability Assessment

► The attempts up to now, focus on quantification of vulnerability to be used for specific risk, which is also empirical in the sense that they are usually the resultant from expert opinions.

► There is no systematic method to evaluate total risk, which involves evaluation of vulnerability based on different attributes of element at risk.

Page 15: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Example for landslide vulnerability (Glade 2003 – modified from Heinimann 1999)

Building type Debris flow magnitude Rock fall magnitude

Low Medium High Low Medium High

Settlement area 0.001 0.01 0.1 0.0001 0.01 0.1

Centre of settlement

0.001 0.01 0.1 0.0001 0.01 0.1

One/two family house

0.001 0.01 0.1 0.0001 0.01 0.1

Apartment building

0.001 0.01 0.1 0.0001 0.01 0.1

Commercial building

0.001 0.01 0.1 0.001 0.01 0.1

Industrial building

0.001 0.01 0.1 0.001 0.01 0.1

Barn 0.001 0.01 0.1 0.001 0.01 0.1

Current Status of Landslide Current Status of Landslide Vulnerability AssessmentVulnerability Assessment

Page 16: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

AA 3-D conceptual framework for 3-D conceptual framework for the assessment of vulnerability the assessment of vulnerability is proposed:is proposed:

magnitude (M)magnitude (M) scale (S)scale (S) elements at risk (E) elements at risk (E)

are the three dimensionsare the three dimensions

A Conceptual Framework for A Conceptual Framework for Vulnerability AssessmentVulnerability Assessment

Page 17: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Vulnerability needs to be modelled in a 3-D array based on Vulnerability needs to be modelled in a 3-D array based on the following dimensions:the following dimensions:

1.1. Magnitude ( )Magnitude ( )

is the vector of parameters for defining the magnitude is the vector of parameters for defining the magnitude of the landslide such as:of the landslide such as:

volume (xvolume (x11)) velocity (xvelocity (x22)) depth (xdepth (x33)) run out (xrun out (x44)) areal extent (xareal extent (x55))

)(~xM

~x

A Conceptual Framework for A Conceptual Framework for Vulnerability AssessmentVulnerability Assessment

Page 18: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

2. Elements at risk (2. Elements at risk ( ))

is the vector of elements at risk such as:is the vector of elements at risk such as:

Physical (building, road, lifelines, etc.)Physical (building, road, lifelines, etc.)

Societal (lives lost, injuries, etc.)Societal (lives lost, injuries, etc.)

Economical (Monetary)Economical (Monetary)

Environmental Environmental

3. Scale (S)(Specific/local vs. Global/regional)(Specific/local vs. Global/regional)

)(~xE

~x

A Conceptual Framework for A Conceptual Framework for Vulnerability AssessmentVulnerability Assessment

Page 19: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

A Conceptual Framework for A Conceptual Framework for Vulnerability AssessmentVulnerability Assessment

Page 20: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

Popolation Vulnerability for 1980 - 1990

PopulationVulnerability for 1990 - 2000

Page 21: Vulnarability in Relation to Risk Management Sebnem Düzgün Middle East Technical University, Ankara, Turkey duzgun@metu.edu.tr

1. The vulnerability assessment for landslides requires systemmatic approaches.

2. The existing loss estimation methods for other natural hazards can be adapted for landslides.

3. It is essantial to establish relation between the magnitude of hazard and its consequences.

4. The existing databases for landslides are not adequate for determining relations between magnitude and consequences.

5. Future data collection efforts should focus on reporting the landslide magnitude indicators and damages.

ConclusionsConclusions