Anderson Correia Department of Civil Engineering University of Calgary- Canada

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Evaluation of Level of Service at Airport Passenger Terminals: Individual Components and Overall Perspectives Anderson Correia Department of Civil Engineering University of Calgary- Canada

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Evaluation of Level of Service at Airport Passenger Terminals: Individual Components and Overall Perspectives. Anderson Correia Department of Civil Engineering University of Calgary- Canada. Level of Service Definition. - PowerPoint PPT Presentation

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Page 1: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Evaluation of Level of Service at Airport Passenger Terminals:

Individual Components and Overall Perspectives

Anderson CorreiaDepartment of Civil Engineering

University of Calgary- Canada

Page 2: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Level of Service Definition

The term Level of Service expresses the quality of the experience which passengers perceive they encounter in the terminal. It addresses the wide range of factors that influence this experience.

Page 3: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Establishing level of service (LOS) measures is an area of interest for both airlines and airport operators.

Page 4: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

LOS evaluations have been individually undertaken, without a standard methodology or reporting system (Humphreys and Francis, 2000).

Page 5: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

The TRB - FAA study (TRB, 1987) recognized that the capacity of any airport passenger terminal component can not be evaluated without LOS definitions, but there is little agreement concerning these definitions.

Page 6: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Literature Review

Technique Employed Authors

Fuzzy set theory Park (1994); Ndoh and Ashford (1994); Teng(2000); Yen et. al (2001); Yeh and Kuo (2002).

Utility theoretic approach Omer and Khan (1998); Khan (1990); Siddiqui(1994).

Psychometrical scaling theory Muller (1987); Muller and Gosling (1991); Ndoh andAshford (1993).

Perception-response concept Mumayiz (1985); Mumayiz and Ashford (1986);Ashford (1986); Mumayz (1991); Park (1999).

Logit Models Yen (1995)

Page 7: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Deficiencies of Former Approaches

• No standard method.• Insufficient passenger input.• LOS developed arbitrarily.• Oversimplifications.• Focus on departing passengers.• Focus on North-American and European airports.• No airport wide LOS standards.

Page 8: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Research Objectives

• Development of LOS standards for individual components and for the airport terminal as a whole according to passenger perceptions and movement types.

• Complete analysis of departing passengers.• Partial analysis of arriving passengers.• Use of revealed preference data type.• Multi-attribute analysis.

Page 9: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Techniques Employed in This Research• Psychometric Scaling Technique: to

transform qualitative data into quantitative data.

• Regression Analysis: (1) to correlate passenger ratings of LOS and characteristics of facilities; and (2) to obtain the degree of importance of different components in the overall LOS.

Page 10: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Theoretical FrameworkSuccessive Categories Method (Psychometric Scaling Technique)

jLOSj

UBkjk

kijiUBk

LOSj

UBki

LOSjijki

kiUBk

UBkiji

LOSj

LOSji

P

k

vvv

k

vv

/

:is category belowor at quality judge willgrouppassenger ay that Probabilit

0

if category belowor at rated be willj Stimulus

Probability distribution function of the quantitative LOS ratings

Probability distribution function of the category boundaries

cat. 1 category 2 cat. 3 cat. 4

Quantitative continuum scale

UB1 UB

2 LOSj

UB3

Page 11: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Data Collection

• Rio de Janeiro International: June. 11-15. 2003

• Sao Paulo International: June. 16-22. 2003May. 10-16. 2004

• Sao Paulo Domestic: June. 23-29. 2003

• Calgary International:Jan. 19-23. 2004

Page 12: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Surveys ContentNominal data: gender, purpose of trip (business/tourism), type of flight (international/domestic), number of checked-in bags, and party size.

User responses of LOS (divided into five categories: 1-poor, 2-regular, 3- fair, 4-good, 5-excellent).

Stimulus data: waiting time, processing time, availability of space, walking distance, total time, etc.

Page 13: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Results Provided

LOS standards for individual components– Curbside– Check-in counter– Security Screening– Departure Lounge– Baggage Claim

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Results Provided (cont.)

• Overall LOS Measures– Walking Distance– Total Time– Orientation

• Overall LOS evaluation as a function of individual components.

Page 15: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

1. Waiting Time at the Check-in(Sao Paulo/Guarulhos International Airport)

Group Range (min) Value (min) #

1 WT = 0 0.00 16 1.64

2 WT = 1 1.00 09 1.57

3 WT = 2 2.00 05 1.97

4 WT = 3 3.00 13 1.52

5 WT = 4 4.00 06 0.84

6 WT = 5 5.00 05 0.89

7 5 < WT 10 7.93 14 1.20

8 10 < WT 15 13.43 14 0.71

9 15 < WT 25 20.40 15 0.62

10 25 < WT 35 33.36 11 (0.52)

11 35 < WT 55 49.14 07 (1.49)

12 55 < WT 75 68.75 04 (2.63)

Total: 119

Page 16: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Plot of the Data and Regression Line(Check-in/Sao Paulo)

Waiting Time at the Check-inSão Paulo

-3.0

-2.0

-1.0

0.0

1.0

2.0

0 10 20 30 40 50 60 70

Waiting Time (min)

LOS

Ratin

gs

ObservedPredicted

Page 17: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Causal Relationships (Check-in/Sao Paulo)

LOS = 1.597 - 0.06 (WT)R2 = 0.97

F = 262.30Chi-Square = 13.476

(compared with 33.429 at 5% significance level)

Page 18: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Proposed LOS Standards(Check-in/Sao Paulo)

LOS WAITING TIME (min)

A < 1

B 1 - 17

C 17 - 34

D 34 - 58

E > 58

Page 19: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

2. Processing Time at the Baggage Claim – Calgary Airport

Processing Time at the Baggage ClaimCalgary International Airport

-0.5

0.0

0.5

1.0

1.5

2.0

0 5 10 15 20

Processing Time (min)

LOS

Ratin

gs

ObservedPredicted

LOS Processing Time at Baggage Claim (min)

A < 1

B 1 - 14

C 14 - 20

D 20 - 26

E > 26

= 1.88 - 0.11 (PT) (t = 5.686) (t = - 4.053)R2 = 0.80F = 16.426Chi-Square = 12.631 Chi-Squarecritic = 18.307 (5% signif. - 10 d.f.)

LOSaryCa lg

Page 20: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

3. Overall Terminal Evaluation (Departing Passengers - Sao Paulo/Guarulhos Intl. Airport)

Sec. Dep. Walking

Curb Check-in Screen. Lounge Distance Orientation Concessions

Curbside 1.0

Check-in 0.2 1.0

Security Screening 0.4 0.2 1.0

Lounge 0.3 0.2 0.3 1.0

Walking Distance 0.3 0.2 0.3 0.2 1.0

Orientation 0.3 0.4 0.3 0.3 0.4 1.0

Concessions 0.4 0.3 0.2 0.2 0.1 0.4 1.0

Page 21: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Composite Equation (Sao Paulo/Guarulhos International Airport)

LOS(overall) =

w0 + w1 LOS(curb) +w2 LOS(check-in) + w3 LOS(sec. sc.) + w4 LOS(lounge) +

w5 LOS(walking dist.) + w6 LOS(orientation) + w7 LOS(concessions)

Where

LOS(overall) = overall terminal LOS ratings

LOS(curb), LOS(check-in), LOS(sec. screen.), LOS(lounge), LOS(walk. dist.),

LOS(orientation), and LOS(concessions) = LOS ratings for each individual components

w0 = intercept

w1, w2, w3, w4, w5, w6, and w7 = parameters of the equation.

Page 22: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Parameters - Final Results (Sao Paulo/Guarulhos International Airport)

Component Parameters Standard Error t Stat P-valueIntercept 0.841 0.327 2.575 0.011Curbside 0.246 0.065 3.809 0.000Check-in 0.144 0.069 2.094 0.039Lounge 0.151 0.057 2.643 0.009Orientation 0.229 0.063 3.656 0.001Purpose 0.214 0.094 2.291 0.024R2 = 0.470F = 19.538Observations: 116

Page 23: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Composite Equation - Final Model (Sao Paulo/Guarulhos International Airport)

LOS(overall) = 0.841 + 0.246 LOS(curb) +0.144 LOS(check-in) +

+ 0.151 LOS(lounge) + 0.229 LOS(orientation) + 0.214 (purpose)

Page 24: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Main Contributions

• Provision of a comprehensive method to evaluate airport LOS according to passenger perceptions.

• Development of overall LOS measures.• Analysis of the impact of each individual

component in the overall LOS.• Validation of the technique with 400 interviewed

and observed passengers in two countries.• Practical to use: provision of A-E LOS ranges.

Page 25: Anderson Correia Department of Civil Engineering  University of Calgary- Canada

Conclusions

• All statistical analyses provide satisfactory goodnes-of-fit test results.

• Application of the theoretical framework provide reasonable and applied standards.

• The methodology can be applied to any airport.

• Data collection is complex, but feasible.

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Future Research

• Application of the proposed methodology to various airports nationwide to obtain a comprehensive LOS evaluation.

• Verification of the impact of socio-economic variables in the perceived LOS.

• LOS of connecting passengers.