Behavioural choices in evacuations during floods: a preliminary study in Metropolitan Area of...

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Behavioural choices in evacuation during floods: Azarel Chamorro Obra 1 Wisinee Wisetjindawat 2 Motohiro Fujita 3 Nagoya Institute of Technology Fujita Laboratory A preliminary study in Metropolitan Area of Valencia, Spain 50 th PROCEEDINGS OF INFRASTRUCTURE PLANNING 1 Research Student 2 Assistant Professor 3 Professor

Transcript of Behavioural choices in evacuations during floods: a preliminary study in Metropolitan Area of...

Behavioural choices in

evacuation during floods:

Azarel Chamorro Obra1

Wisinee Wisetjindawat2

Motohiro Fujita3

Nagoya Institute of Technology

Fujita Laboratory

A preliminary study in Metropolitan

Area of Valencia, Spain

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

1 Research Student

2 Assistant Professor

3 Professor

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Europe

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Location

Metropolitan Area of Valencia

(MAV)

Spain

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Location

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Metropolitan Area of Valencia

(MAV)

Metropolitan Area of Valencia (red)

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Location

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Metropolitan Area of Valencia

(MAV)

Alluvial plain

Several gullies

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Geography

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Metropolitan Area of Valencia

(MAV)

Alluvial plain

Several gullies

Large lagoon (Albufera)

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Geography

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Metropolitan Area of Valencia

(MAV)

Alluvial plain

Several gullies

Large lagoon (Albufera)

More than 1,500,000 inhabitants

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METROPOLITAN AREA OF VALENCIA (MAV)

Geography

I. Metropolitan Area of

Valencia (MAV)

I. Location

II. Geography

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Metropolitan Area of Valencia

(MAV)

Extreme phenomenon: Cold Drop

Beginning of Autumn (September-October).

Occasionally 200-800 l/m2 in few hours

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Cold Drop

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Historical Records

From year 1300 more than 48 large floods

were reported.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Historical records

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

1300 1400 1500 1600 1700 1800 1900 2000

1300 1400 1500 1600 1700 1800 1900 2000

From year 1300 more than 48 large floods

were reported.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Historical records

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

THE Flood 1957

1300 1400 1500 1600 1700 1800 1900 2000

From year 1300 more than 48 large floods

were reported.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Historical records

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Valencia Flood, 1957

From year 1300 more than 48 large floods

were reported.

Water heights in Valencia City, 1957

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Historical records

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Historical Records

In the last years,

vulnerability has

been greatly reduced.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Countermeasures

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

However, for long

return period floods,

the risk for the

inhabitants is still

there

In the last years,

vulnerability has

been greatly reduced.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Countermeasures

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

However, for long

return period floods,

the risk for the

inhabitants is still

there

In the last years,

vulnerability has

been greatly reduced.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

FLOOD HAZARD

Countermeasures

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

I. Cold Drop

II. Historical Records

III. Countermeasures

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Objective

To model the behavioural choices of the

inhabitants of the region in case of the issue of

an evacuation alert due to long return period

inundations:

1. To find a relationship between significant

variables and main decisions.

2. To assess the response from inhabitants

during an evacuation.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METHODOLOGY

Objective

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

I. Objective

II. Survey

III. Statistical Analysis

IV. Results

V. Discussion

VI. Conclusions

Methodology

Data source: Internet survey

Sample: University students of the MAV

609 accepted responses

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METHODOLOGY

Survey

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

I. Objective

II. Survey

III. Statistical Analysis

IV. Results

V. Discussion

VI. Conclusions

Data source: Internet survey

Sample: University students of the MAV

609 accepted responses

Survey scenario:

Evacuation alert has been issued due to

incoming floods expected for 2 or more days.

At least, heights from 50 cm are expected.

Individuals are initially in their homes.

Inhabitants have 12 hours to evacuate before

the storm.

Shelter locations are well-known by

inhabitants.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METHODOLOGY

Survey

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

I. Objective

II. Survey

III. Statistical Analysis

IV. Results

V. Discussion

VI. Conclusions

Statistical analysis: Logistic regression

Binary (for 2 options)

Multinomial (for 3 options)

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METHODOLOGY

Statistical analysis

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

I. Objective

II. Survey

III. Statistical Analysis

IV. Results

V. Discussion

VI. Conclusions

𝑃𝑖 =exp(𝑉𝑖)

𝑖𝑘 exp(𝑉𝑖)

𝑉𝑖 = 𝛼1𝑥𝑖,1 + 𝛼2𝑥𝑖,2 +⋯+ 𝛼𝑛𝑥𝑖,𝑛

4 main decisions in study:

𝑈1: Evacuation decision:

Leaving

Staying

𝑈2: Destination

Shelter

Others

𝑈3: Transportation

By car

Others

𝑈4: Departure time

Early departure

Regular departure

Late departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

METHODOLOGY

Statistical analysis

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

I. Objective

II. Survey

III. Statistical Analysis

IV. Results

V. Discussion

VI. Conclusions

Results: 𝑼𝟏: Evacuation decision

38%

62%

Evacuation decision

Staying Leaving

Model 1: Evacuating decision

N=609

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

Evacuating

Staying

Evacuating decision

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Dependent

variableIndependent variable α

T

value

U1:

Evacuating

Being a female 0.6328 3.72**

Have experienced floods -0.3766 -2.43**

Living in Valencia City 0.2937 2.15**

Living below 4th floor 0.3326 2.13**

Being high informed 0.4829 1.99**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

Evacuating

Staying

Evacuating decision

N=609

Hit ratio: 63.22%I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

RESULTS

Model 1

Evacuating

Staying

Evacuating decision

N=609

Hit ratio: 63.22%

Dependent

variableIndependent variable α

T

value

U1:

Evacuating

Being a female 0.6328 3.72**

Have experienced floods -0.3766 -2.43**

Living in Valencia City 0.2937 2.15**

Living below 4th floor 0.3326 2.13**

Being high informed 0.4829 1.99**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Evacuating

Staying

Evacuating decision

N=609

Hit ratio: 63.22%

Dependent

variableIndependent variable α

T

value

U1:

Evacuating

Being a female 0.6328 3.72**

Have experienced floods -0.3766 -2.43**

Living in Valencia City 0.2937 2.15**

Living below 4th floor 0.3326 2.13**

Being high informed 0.4829 1.99**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Dependent

variableIndependent variable α

T

value

U1:

Evacuating

Being a female 0.6328 3.72**

Have experienced floods -0.3766 -2.43**

Living in Valencia City 0.2937 2.15**

Living below 4th floor 0.3326 2.13**

Being high informed 0.4829 1.99**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

Evacuating

Staying

Evacuating decision

N=609

Hit ratio: 63.22%I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 1: Evacuating decision

Females are more likely to evacuate than males.

Researches conducted in US claimed that this is

due to “constructed gender differences and

perceived risk”1.

"Have experienced floods" is not a factor that

leads people to evacuate. It can be considered as

a belief of low need to evacuate (there has never

been an evacuation) and might also be due to

the young age of the respondents (lack of

experience).

1 J.M. Bateman et al (2002)

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 1

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 2: Destination

N=376

27%

73%

Destination

Going to a shelter

Not going to a shelter

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Results: 𝑼𝟐: Destination50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

Model 2: Destination

Going to a shelter

Other placesI. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 2: Destination

N=376

Hit ratio: 77.66%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U2: Going to a

shelter

Floods for more than 4 days 0.3556 5.659**

Having children -0.8844 -3.774**

Being aware of threat -1.031 -2.521**

Having elders -0.5191 -2.154**

Going to a shelter

Other places

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 2: Destination

N=376

Hit ratio: 77.66%

Going to a shelter

Other places

Dependent

variableIndependent variable α T value

U2: Going to a

shelter

Floods for more than 4 days 0.3556 5.659**

Having children -0.8844 -3.774**

Being aware of threat -1.031 -2.521**

Having elders -0.5191 -2.154**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 2: Destination

N=376

Hit ratio: 77.66%

Going to a shelter

Other places

Dependent

variableIndependent variable α T value

U2: Going to a

shelter

Floods for more than 4 days 0.3556 5.659**

Having children -0.8844 -3.774**

Being aware of threat -1.031 -2.521**

Having elders -0.5191 -2.154**

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U2: Going to a

shelter

Floods for more than 4 days 0.3556 5.659**

Having children -0.8844 -3.774**

Being aware of threat -1.031 -2.521**

Having elders -0.5191 -2.154**

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

Model 2: Destination

N=376

Hit ratio: 77.66%

Going to a shelter

Other placesI. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 2: Destination

The only variable that encourage inhabitants to

go to a shelter is “floods for 4 or more days”.

This probably means that only individuals who

do not have another place to go would go to

shelter.

Large families (“Having Children” and “Having

elders”) are prone to go to other places. The

reason could be the special care and necessities

required by them, and the belief that could be

not provided correctly in shelters.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 2

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 3: Transportation

N=376

72%

19%

7%

2%

Transportation

Car

Walking

Public

transportation

Others

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

Model 3: Transportation

By car

OthersI. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 3: Transportation

N=376

Hit ratio: 82.12%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α

T

value

U3: Leaving by

car

Going with the family 2.259 9.223**

Going to shelter -2.953 -9.698**

Living in “Horta Sud” 1.468 1.717*

Picking up a relative 0.4725 1.686*

By car

Others

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 3: Transportation

N=376

Hit ratio: 82.12%

By car

Others

Results: 𝑼𝟑: Transportation

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α

T

value

U3: Leaving by

car

Going with the family 2.259 9.223**

Going to shelter -2.953 -9.698**

Living in “Horta Sud” 1.468 1.717*

Picking up a relative 0.4725 1.686*

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 3: Transportation

N=376

Hit ratio: 82.12%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α

T

value

U3: Leaving by

car

Going with the family 2.259 9.223**

Going to shelter -2.953 -9.698**

Living in “Horta Sud” 1.468 1.717*

Picking up a relative 0.4725 1.686*

By car

Others

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 3: Transportation

“Going with the family” is in a high relationship

of car usage, since automobile is the most

efficient option when different members are

moving together.

Individuals who go to a shelter are not likely to

use the car, probably because the lack of

parking space and proximity.

**>95% confidence interval*>90% confidence interval

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 3

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

31%

47%

23%

0%

20%

40%

60%

80%

100%

Early Departure

(>10h)*

Regular Departure

(10-2h)*

Late Departure

(<2h)*

*Hours before storm

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

Hit ratio: 65.42%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U4: Early

Departure

Going with the family 2.252 4.431**

Being a female 1.787 2.313**

Being well-prepared -1.328 -2.013**

Being aware of threat 2.189 1.908*

U4: Regular

Departure

Going with the family 3.28 6.620**

Being a female 1.485 1.935*

Being well-prepared -1.445 -2.254**

Being aware of threat 2.010 1.754*

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

Hit ratio: 65.42%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U4: Early

Departure

Going with the family 2.252 4.431**

Being a female 1.787 2.313**

Being well-prepared -1.328 -2.013**

Being aware of threat 2.189 1.908*

U4: Regular

Departure

Going with the family 3.28 6.620**

Being a female 1.485 1.935*

Being well-prepared -1.445 -2.254**

Being aware of threat 2.010 1.754*

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

Hit ratio: 65.42%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U4: Early

Departure

Going with the family 2.252 4.431**

Being a female 1.787 2.313**

Being well-prepared -1.328 -2.013**

Being aware of threat 2.189 1.908*

U4: Regular

Departure

Going with the family 3.28 6.620**

Being a female 1.485 1.935*

Being well-prepared -1.445 -2.254**

Being aware of threat 2.010 1.754*

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

Hit ratio: 65.42%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U4: Early

Departure

Going with the family 2.252 4.431**

Being a female 1.787 2.313**

Being well-prepared -1.328 -2.013**

Being aware of threat 2.189 1.908*

U4: Regular

Departure

Going with the family 3.28 6.620**

Being a female 1.485 1.935*

Being well-prepared -1.445 -2.254**

Being aware of threat 2.010 1.754*

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Model 4: Departure time

N=376

Hit ratio: 65.42%

**>95% confidence interval*>90% confidence interval

Dependent

variableIndependent variable α T value

U4: Early

Departure

Going with the family 2.252 4.431**

Being a female 1.787 2.313**

Being well-prepared -1.328 -2.013**

Being aware of threat 2.189 1.908*

U4: Regular

Departure

Going with the family 3.28 6.620**

Being a female 1.485 1.935*

Being well-prepared -1.445 -2.254**

Being aware of threat 2.010 1.754*

Early Departure

Regular Departure

Late Departure

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

Results: 𝑼𝟒: Departure time

Model 4: Departure time

Families are more likely to departure in the

central hours (regular departure).

As expected, individuals who consider

themselves “aware of threat” try to evacuate as

soon as possible.

On the contrary, those who think that are “well-

prepared” are prone to leave near the storm

beginning (late departure).

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

RESULTS

Model 4

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

I. Model 1

II. Model 2

III. Model 3

IV. Model 4

V. Discussion

VI. Conclusions

In summary

Experience is not a key factor to lead people to

evacuate. Nevertheless, it is necessary to take in

account that the sample is compounded by

young people who probably do not have enough

experience.

Family characteristics are the most important

personal attributes for those who decide to

evacuate. This variable greatly affects the

“destination”, “transportation” and “departure

time” decision.

Those who are more aware of threat and high

informed have safer attitudes: they are prone to

evacuate more and faster.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

DISCUSSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Conclusions

If a successful evacuation want to be achieved

in future events, it is necessary to focus on the

consciousness related variables (the only ones

that can be externally influenced). Then it

would be necessary to:

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

CONCLUSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Conclusions

If a successful evacuation want to be achieved

in future events, it is necessary to focus on the

consciousness related variables (the only ones

that can be externally influenced). Then it

would be necessary to:

Raise the awareness level.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

CONCLUSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Conclusions

If a successful evacuation want to be achieved

in future events, it is necessary to focus on the

consciousness related variables (the only ones

that can be externally influenced). Then it

would be necessary to:

Raise the awareness level.

Provide more information about floods.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

CONCLUSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Conclusions

If a successful evacuation want to be achieved

in future events, it is necessary to focus on the

consciousness related variables (the only ones

that can be externally influenced). Then it

would be necessary to:

Raise the awareness level.

Provide more information about floods.

Training inhabitants to be prepared for

future events.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

CONCLUSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Conclusions

From the point of view of the behavioural

attitude of the surveyed, it can be stated that an

evacuation would be a feasible measure in case

of large flood.

In further researches a more representative

sample of the whole population should be

surveyed in order to extrapolate results.

However, this study provides a good starting

point.

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

CONCLUSION

I. Metropolitan Area of

Valencia (MAV)

II. Flood Hazard

III. Methodology

IV. Results

V. Discussion

VI. Conclusions

Thank you for your attention

Behavioural choices in

evacuation during floods:

Azarel Chamorro Obra1

Wisinee Wisetjindawat2

Motohiro Fujita3

Nagoya Institute of Technology

Fujita Laboratory

A preliminary study in Metropolitan

Area of Valencia, Spain

50th PROCEEDINGS OF INFRASTRUCTURE PLANNING

1 Research Student

2 Assistant Professor

3 Professor