The travel time reliability of buses has become increasingly important for public transit companies. In this study, a novel approach is proposed to evaluate and analyse the travel time reliability of bus services provided by TransLink in Queensland, Australia. In view of their stochastic features, the two components of travel time – dwell time and driving time – are represented by discrete distributed and normally distributed random variables respectively. Accordingly, the travel time could be described by Gaussian mixture models. Based on the proposed model, impact analysis shows that bus line reliability would increase by around 15% if onboard top-up for ‘go cards' (electronic tickets) was not offered by TransLink. It was found that not providing this top-up method would not significantly harm the benefit of go card users, but it would substantially increase the total social benefit thanks to improved bus line reliability.
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June 2014
Research Article|
June 01 2014
Bus travel time reliability analysis: a case study Available to Purchase
Xiaobo Qu, PhD;
Xiaobo Qu, PhD
Lecturer
Griffith School of Engineering, Griffith University, Gold Coast, Australia
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Erwin Oh, PhD;
Erwin Oh, PhD
Senior Lecturer
Griffith School of Engineering, Griffith University, Gold Coast, Australia
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Jinxian Weng, PhD;
Jinxian Weng, PhD
Associate Professor
MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing, China
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Sheng Jin, PhD
Sheng Jin, PhD
Assistant Professor
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, China
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Publisher: Emerald Publishing
Revision Received:
January 21 2013
Accepted:
January 28 2014
Online ISSN: 1751-7710
Print ISSN: 0965-092X
ICE Publishing: All rights reserved
2014
Proceedings of the Institution of Civil Engineers - Transport (2014) 167 (3): 178–184.
Article history
Revision Received:
January 21 2013
Accepted:
January 28 2014
Citation
Qu X, Oh E, Weng J, Jin S (2014), "Bus travel time reliability analysis: a case study". Proceedings of the Institution of Civil Engineers - Transport, Vol. 167 No. 3 pp. 178–184, doi: https://doi.org/10.1680/tran.13.00009
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