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Capacity deterioration with elastic demand in road segment

  • Li Juan Liu
  • , Ning Zhang*
  • , Di Chen
  • , Jian Liu
  • *Corresponding author for this work
  • Beihang University

Research output: Contribution to journalArticlepeer-review

Abstract

To explicitly analyze the stability of traffic flow and the capacity drop, the paper develops a link traffic simulation model based on the elastic demand depending on travel time. The traffic demand decreases when the travel time is prolonged under the elastic traffic demand. The travel time lies on the traffic condition of road segment, and the traffic state is evaluated with the MITSIM model. The results show that the link flow will be stable under the natural restrictions of traffic demand and travel time. The unsaturated stable flow will reach the maximum capacity with the traffic pressure boost. The saturated stable flow will below the maximum capacity and the flow volume will decrease with the increase of traffic pressure. To avoid the travel capacity reduction, all the link capacities should be considered in traffic planning for the entire transport network.

Original languageEnglish
Pages (from-to)98-104
Number of pages7
JournalJiaotong Yunshu Xitong Gongcheng Yu Xinxi/ Journal of Transportation Systems Engineering and Information Technology
Volume12
Issue number1
DOIs
StatePublished - Feb 2012

Keywords

  • Capacity
  • Elastic demand
  • Stable flow
  • Traffic engineering
  • Travel time

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