Formation and Propagation of Local Traffic Jam

Author:

Qi Hong-sheng1,Wang Dian-hai1,Chen Peng2

Affiliation:

1. College of Civil Engineering Architecture, Zhejiang University, 866, Yuhngtang Road, Hangzhou City, Zhejiang Province 310058, China

2. Department of Civil Engineering, Nagoya University, Furo-cho, Chikusa-ku, Nagoya, Japan

Abstract

Large scale traffic congestion often stems from local traffic jam in single road or intersection. In this paper, macroscopic method was used to explore the formation and propagation of local traffic jam. It is found that (1) the propagation of traffic jam can be seen as the propagation of traffic signal parameters, that is, virtual split and virtual green time; (2) for a road with endogenous flow, entrance location influences the jam propagation. With the same demand (upstream links flow and entrance flow), the upstream got more influence; (3) when a one-lane road is thoroughly congested, virtual signal parameters everywhere are the same as that at stop line; for a basic road, the virtual signals work in a cooperative manner; (4) phase sequence is one important parameter that influences traffic performances during peak hour where spill back of channelization takes place. The same phase plan for left-turn flow and through flow would be preferred; (5) signal coordination plays an important role in traffic jam propagation and hence effective network signal parameters should be designed to prevent jam from propagation to the whole network. These findings would serve as a basis for future network traffic congestion control.

Publisher

Hindawi Limited

Subject

Modeling and Simulation

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