Journal of Jilin University(Engineering and Technology Edition) ›› 2024, Vol. 54 ›› Issue (2): 419-426.doi: 10.13229/j.cnki.jdxbgxb.20221505

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Car following stability in mixed traffic flow with CAVs mixing

Cheng-ju SONG1,2(),Hong-fei JIA1(),Hao-fu QIN3   

  1. 1.Collage of Transportation,Jilin University,Changchun 130022,China
    2.School of Civil Engineering and Transportation,Northeast Forestry University,Harbin 150040,China
    3.School of Traffic and Transportion Engineering,Dalian Jiaotong University,Dalian 116028,China
  • Received:2022-11-25 Online:2024-02-01 Published:2024-03-29
  • Contact: Hong-fei JIA E-mail:songchengju@sohu.com;jiahf@jlu.edu.cn

Abstract:

In order to describe the car following stability of the mixed traffic flow under the condition of Connected Automatic Vehicle mixing, reveal the changing process of mixed traffic flow stability, analyzed the stability of HDV and CACC traffic flow, introduced the mixing rate of CACC, proposed the following model of mixed traffic flow, and derived the stability criteria of mixed traffic flow stability. Analyzed the effects of speed and mixing rate on the stability evolution of mixed traffic flow under single and combination conditions respectively. The results show that: The stability of mixed traffic flow depends on the stability of a single traffic flow and the mixing rate. The critical speed values of the following stability of HDV and CACC single traffic flow are 19.65 km/h and 18.01 km/h, respectively, the speed is positively correlated with the stability of mixed traffic flow. The effect of mixing rate on the stability of mixed traffic flow is related to the speed condition. Under the combined conditions of the two factors, the stability changing trend of mixed traffic flow is diversified.

Key words: traffic information engineering and control, mixed traffic flow, stability, mixing rate, speed

CLC Number: 

  • U491.2

Table 1

Parameter values of IDM model"

参数常用值参数常用值
a0/(m·s-21.0S0/m2.0
b0/(m·s-22.0L/m5.0
δ4.0v0/(m·s-133.3
T/s1.5

Fig.1

Traffic flow stability discrimination of a single following model"

Fig.2

Stability exact values changes of mixed traffic flows with different speeds"

Fig.3

Exact value change of mixed traffic flow stability with different mixing rate"

Fig.4

Overall stability change of mixed traffic flow"

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