Technical Papers
Aug 22, 2012

Standard Pedestrian Equivalent Factors: New Approach to Analyzing Pedestrian Flow

Publication: Journal of Transportation Engineering
Volume 139, Issue 2

Abstract

The design and planning of pedestrian walking facilities must be undertaken in the context of the prevailing and future local traffic composition. The latter is changing rapidly as a result of demographic changes such as aging population and obesity trends. If the traffic consists of a significant proportion of various pedestrian groups, some form of adjustment factor may need to be introduced in the dimensioning process. This paper introduces the concept of standard pedestrian equivalent factors as a practical systematic methodology when dealing with heterogeneity in pedestrian flow. Pedestrian microsimulation was employed to evaluate hypothetical pedestrian proportions to generate corresponding flow relationships. To estimate the factors, the equivalent time-space concept was utilized in order to consider the effects of the differences in physical and operational characteristics of pedestrians, particularly walking speed and body sizes. These characteristics were varied across different flow conditions, walkway widths, and proportions of other pedestrian types in the study sensitivity analysis. A case study was also conducted by utilizing field-collected data in order to illustrate the significance and relevance of the methodology in determining walkway widths.

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Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 139Issue 2February 2013
Pages: 208 - 215

History

Received: Dec 13, 2011
Accepted: Jul 12, 2012
Published online: Aug 22, 2012
Published in print: Feb 1, 2013

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Authors

Affiliations

Ronald John Galiza [email protected]
Ph.D. Candidate, School of Civil Engineering, The Univ. of Queensland, Brisbane, Queensland, Australia 4072 (corresponding author). E-mail: [email protected]
Luis Ferreira [email protected]
Professor, School of Civil Engineering, The Univ. of Queensland, Brisbane, Queensland, Australia 4072. E-mail: [email protected]

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