Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (8): 2187-2196.doi: 10.13229/j.cnki.jdxbgxb.20221374

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Dynamic allocation mechanism and model of traffic flow in bottleneck section based on vehicle infrastructure cooperation

Da-yi QU(),Hao-min LIU,Zi-yi YANG,Shou-chen DAI   

  1. School of Mechanical & Automotive Engineering,Qingdao University of Technology,Qingdao 266525,China
  • Received:2022-10-27 Online:2024-08-01 Published:2024-08-30

Abstract:

In response to the traffic congestion caused by a large number of lane-changing behaviors in bottleneck sections of expressways, taking the weaving section of expressway as an example, which is a frequency variable area of traffic flow, this paper analyzes the characteristics of vehicle infrastructure cooperation operation, establishes a dynamic assignment model of traffic flow in the bottleneck section, uses C-V2X, edge computing and other technologies, designs a dynamic allocation system of vehicle flow based on vehicle infrastructure cooperation, and studies its operation mechanism. The traffic flow allocation system is simulated and analyzed using MATLAB cellular transmission model. The simulation results show that the optimization effect of the dynamic allocation system is obvious. The traffic time is reduced by about 11.4% in synchronous flow state and 39.7% in congested flow state. The research results are of great significance to reduce the operation delay in the weaving bottleneck area of the expressway and improve the traffic flow efficiency and expressway capacity.

Key words: transportation planning and management, traffic bottleneck, traffic flow characteristics, vehicle infrastructure cooperative system, dynamic traffic allocation

CLC Number: 

  • U491.2

Table 1

Background data of survey site"

调查地点交织区长度/m通行能力/(pcu·h-1交织流量比车道数
跨海大桥快速路1号交织区4804 5000.304
跨海大桥快速路2号交织区3004 1500.114
金水快速路1号交织区4003 2500.243
杭鞍快速路1号交织区2103 0800.233

Fig.1

Location distribution of vehicle lane changing"

Fig.2

Correlation of traffic flow parameters"

Fig.3

Schematic diagram of division of lane changing areas in the weaving section of expressway"

Fig.4

Operation process of vehicle lane changing dynamic allocation system"

Fig.5

Cellular diagram of simulated road section"

Fig.6

Overall optimization effect of the system"

Fig.7

Optimization effect in synchronous flow state"

Fig.8

Optimization effect in congestion flow state"

Fig.9

Influence of penetration rate of intelligent network connected vehicles on optimization effect"

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