Journal of Jilin University(Engineering and Technology Edition) ›› 2019, Vol. 49 ›› Issue (3): 673-679.doi: 10.13229/j.cnki.jdxbgxb20180110

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Modeling on trajectories of through vehicles with an unprotected left⁃turn phase under non⁃strict priority

Qiao⁃wen BAI(),Zhao⁃wei QU,Yong⁃heng CHEN(),Shuai XIONG,Chu⁃qing TAO   

  1. College of Transportaon, Jilin University, Changchun 130022, China
  • Received:2018-01-30 Online:2019-05-01 Published:2019-07-12
  • Contact: Yong?heng CHEN E-mail:victorbty@foxmail.com;cyh@jlu.edu.cn

Abstract:

A field survey is conducted to explore the distribution characteristics of through vehicles' trajectories with and without protected left?turn phase at three cross sections under non?strict priority. A driver′s decision process is presented to avoid opposing left?turning vehicles with respect to operational performance. Then the trajectory model of through vehicle with an unprotected left?turn phase is proposed considering three constraints: intersection geometry, velocity of a through vehicle when entering an intersection, and the minimum safe distance between a through vehicle and an opposing left?turning vehicle. At last, the model is validated by actually measured data. The study can provide a better understanding of crossing through maneuver with an unprotected left?turn phase under non?strict priority, and offer the theoretical basis for microscopic traffic simulation.

Key words: engineering of communications and transportation system, trajectory model, unprotected left?turn phase, through vehicle, traffic simulation

CLC Number: 

  • U491.1

Table 1

Basic information of studied sites"

交叉口

左转

控制

调查

进口道

车道数

车道

宽度/m

样本量
皓月大路?和平大街无专用相位东进口23.251147
自由大路?同志街无专用相位北进口23.001066
解放大路?同志街专用相位南进口33.25976
解放大路?同志街专用相位北进口33.25994

Fig.1

Schematic diagram of intersection survey cross?sections"

Table 2

Parameters of probability density function for different sections at different study sites"

断面位置模型参数
αβγ
解放大路?同志街南进口道15.052.11-1.33
交叉口内8.697.95-1.13
出口道4.220.96-0.28
解放大路?同志街北进口道16.371.76-0.99
交叉口内8.461.52-0.80
出口道5.611.37-0.55
皓月大路?和平大街进口道13.932.60-1.47
交叉口内1.37E+84.52E+7-4.52E+7
出口道6.431.83-0.77
自由大路?同志街进口道45.826.90-5.75
交叉口内1.05E+84.12E+7-4.12E+7
出口道7.912.17-1.11

Fig.2

Density distribution of through vehicles under protected and unprotected left?turn phase"

Fig.3

Relationship between lateral distance and velocity"

Fig.4

Resolutions of through vehicle movements"

Fig.5

Kinematics analysis on through vehicles"

Fig.6

Flow diagram of simulation"

Fig.7

Results of model validation"

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