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高速公路串行收费站通行能力仿真研究

谌海军 吴伟 杜荣华

计算机工程与应用2012,Vol.48Issue(30):220-223,4.
计算机工程与应用2012,Vol.48Issue(30):220-223,4.DOI:10.3778/j.issn.1002-8331.2012.30.046

高速公路串行收费站通行能力仿真研究

Simulation of traffic capacity at highway serial toll station

谌海军 1吴伟 2杜荣华1

作者信息

  • 1. 长沙理工大学智能交通与车路协同技术研究所,长沙410114
  • 2. 同济大学交通运输工程学院,上海201804
  • 折叠

摘要

Abstract

The line up service model at parallel toll station, based on the traffic arrival subject to the standard Pois-son distribution, has some shortages in time and space complexity, cost, reliability and other aspects. Concerning these shortcomings, this paper presents an analytical method to review the traffic capacity, delay and setting number of serial toll station which is set based on cellular automata modeling and simulation. The study results show that the traffic capacity of serial toll station is increased with its setting number but the increment is becoming slower; the critical point of average traffic delay of serial toll station is at the level of eighty percent of traffic capacity, and average traffic delay will increase sharply over this point. This paper gives the best setting number of serial toll station at different flow levels.

关键词

交通流/串行收费站/通行能力/车均延误

Key words

traffic flow/ serial toll station/ traffic capacity/ average traffic delay

分类

信息技术与安全科学

引用本文复制引用

谌海军,吴伟,杜荣华..高速公路串行收费站通行能力仿真研究[J].计算机工程与应用,2012,48(30):220-223,4.

基金项目

湖南省教育厅科技项目(No.10A003&10C0367) (No.10A003&10C0367)

中国博士后科学基金资助项目(No.20100470035). (No.20100470035)

计算机工程与应用

OACSCDCSTPCD

1002-8331

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