Empirical Analysis of the Macroscopic Characteristics of Bicycle Flow during the Queue Discharge Process at a Signalized Intersection

Journal Article (2018)
Author(s)

B. Goni Ros (TU Delft - Transport and Planning)

Yufei Yuan (TU Delft - Transport and Planning)

W Daamen (TU Delft - Transport and Planning)

S. P. Hoogendoorn (TU Delft - Transport and Planning)

Transport and Planning
Copyright
© 2018 B. Goni Ros, Y. Yuan, W. Daamen, S.P. Hoogendoorn
DOI related publication
https://doi.org/10.1177/0361198118790637
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 B. Goni Ros, Y. Yuan, W. Daamen, S.P. Hoogendoorn
Transport and Planning
Issue number
36
Volume number
2676
Pages (from-to)
51-62
Reuse Rights

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Abstract

Signalized intersections are one of the most common types of bottleneck in urban cycling networks. Gaining knowledge on the macroscopic characteristics of bicycle flow during the queue discharge process is crucial for developing ways to reduce the delay experienced by cyclists at intersections. This paper aims to determine these characteristics (including jam density, shockwave speed, and discharge flow), and to unveil possible relationships between them, particularly whether and to what extent discharge flow is correlated with jam density and shockwave speed (which is of high relevance from a traffic management viewpoint). To this end, the study analyzes high-resolution bicycle trajectories derived from video footage on a one-direction cycle path leading to an intersection in Amsterdam (the Netherlands). Linear regression analysis is used to investigate the relationships between macroscopic variables. The results indicate that jam density, shockwave speed, and discharge flow vary considerably across traffic-signal cycles, which highlights the stochastic nature of bicycle flow. Furthermore, the results show that discharge flow is strongly positively correlated with jam density and shockwave speed. It is hypothesized that there is a causal relationship between these variables, which would imply that traffic engineers can increase discharge flows (thus reducing delay) at signalized intersections if they find effective ways to increase jam densities and shockwave speeds.