Oscillatory traffic flow patterns induced by queue spillback in a simple road network

Yu Nie*, H. Michael Zhang

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

13 Scopus citations

Abstract

We study in this paper some consequences of queue spillback in a simple road network with a steady demand and provide exact formulas for traffic flow patterns. This one origin-destination pair, two-route network contains a diverge and a merge, and the interaction of queues formed at the merge produces several interesting traffic flow patterns, of which two types of oscillatory solutions are of particular interest. One of the oscillatory solutions is decaying, and the other is perfectly periodic. The latter resembles the stop-and-go pattern found in real-world traffic. Because a general road network usually contains many components like the simple network studied here, interaction of queues at junctions provides an alternative explanation to the formation of stop-and-go traffic.

Original languageEnglish (US)
Pages (from-to)236-248
Number of pages13
JournalTransportation Science
Volume42
Issue number2
DOIs
StatePublished - May 2008

Keywords

  • Kinematic wave theory
  • Stop-and-go traffic
  • Vehicular traffic oscillations

ASJC Scopus subject areas

  • Transportation
  • Civil and Structural Engineering

Fingerprint

Dive into the research topics of 'Oscillatory traffic flow patterns induced by queue spillback in a simple road network'. Together they form a unique fingerprint.

Cite this