Journal of Jilin University(Engineering and Technology Edition) ›› 2020, Vol. 50 ›› Issue (5): 1677-1686.doi: 10.13229/j.cnki.jdxbgxb20190410

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Setting of dynamic bus lane and its simulation analysis and evaluation

Xian-min SONG1(),Ming-ye ZHANG1,Zhen-jian LI2(),Xin WANG1,Ya-nan ZHANG1   

  1. 1.College of Transportation,Jilin University,Changchun 130022,China
    2.Big Data and Network Management Center,Jilin University,Changchun 130022,China
  • Received:2019-04-30 Online:2020-09-01 Published:2020-09-16
  • Contact: Zhen-jian LI E-mail:songxm@jlu.edu.cn;lzj@jlu.edu.cn

Abstract:

This paper proposes a new type of dynamic bus lane, which not only ensures the bus priority strategy, but also significantly improves the spatial-temporal utilization of road resources, and reduces the conflict of demand between buses and social vehicles on road resource. The paper analyzes the difference of bus arrival time and proposes the determination method of dynamic lane clear distance and lane control flow based on the dissipation process of queue at intersection. Combined with HCM2010 vehicle delay formula and BPR function, the model of vehicle average travel time and per capita travel time under different road conditions is established. Through the numerical simulation, the operational benefits of three lane organization schemes, including without bus lanes, conventional bus lanes and dynamic bus lanes, were compared and analyzed. The experimental results indicate that the time benefit of setting dynamic bus lanes is better when social flow is less than 2268 pcu/h. The study provides theoretical support for rational optimization of bus lanes.

Key words: engineering of communications and transportation system, dynamic bus lane, bus priority, clear distance

CLC Number: 

  • U491

Fig.1

Dynamic bus lane structure diagram"

Fig.2

Dynamic bus lane control flow chart"

Fig.3

Simulation process"

Fig.4

Overall travel time comparison chart"

Fig.5

Comparison of travel time of each program under low flow"

Fig.6

Comparison of travel time of each program under medium flow"

Fig.7

Comparison of travel time of each program under high flow"

Fig.8

Bus traffic impact analysis"

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