Queue length estimation model for mixed traffic flow of intelligent connected vehicles and human-driven vehicles

被引:0
作者
Cao, Ningbo [1 ]
Chen, Jiahui [2 ]
Zhao, Liying [3 ]
机构
[1] College of Transportation Engineering, Chang’an University, Xi’an
[2] School of Automation, Northwestern Polytechnical University, Xi’an
[3] School of Economics and Management, Xi’an University of Technology, Xi’an
来源
Zhejiang Daxue Xuebao (Gongxue Ban)/Journal of Zhejiang University (Engineering Science) | 2024年 / 58卷 / 09期
关键词
Bayesian theorem; intelligent connected vehicle; mixed traffic flow; queue length estimation; trajectory data;
D O I
10.3785/j.issn.1008-973X.2024.09.018
中图分类号
学科分类号
摘要
A dynamic queue length estimation model based on probability statistics and Bayesian theorem was proposed, to solve the problem of queue length estimation at intersections with mixed traffic of intelligent connected vehicles (ICVs) and human-driven vehicles (HDVs). Firstly, taking into account factors such as the position, speed, and penetration rate of ICVs in the queue, models for estimating the queue lengths of observable and unobservable queues, as well as the penetration rate, were constructed. Real-time estimation of queue lengths and penetration rate was achieved through iteration. Then, the distribution characteristics of ICVs in the queue under different penetration rate conditions were simulated using random seeds. The estimation accuracy of the model under different traffic conditions was analyzed. Comparison analysis with existing models showed that, under low penetration rate conditions of ICVs (10%) during off-peak hours, the average absolute percentage error (MAPE) of the proposed model was 29.35%, while the existing model had an MAPE of 59.68%; during peak hours, the MAPE of this model was 26.50%, compared to 34.66% for the existing model. Under high penetration rate conditions of ICVs (90%) during off-peak hours, the MAPE of this model was 6.90%, while the existing model had an MAPE of 17.85%; during peak hours, the MAPE of this model was 1.45%, compared to 1.05% for the existing model, with similar errors. The proposed queue estimation model for mixed traffic of ICVs and human-driven vehicles has better estimation accuracy under both low and high penetration rate conditions. © 2024 Zhejiang University. All rights reserved.
引用
收藏
页码:1935 / 1944
页数:9
相关论文
共 23 条
[1]  
TAN Chaopeng, YAO Jiarong, CAO Yumin, Et al., Cycle-based queue length estimation based on connected vehicle trajectory data [J], China Journal of Highway and Transport, 34, 7, pp. 140-151, (2021)
[2]  
TAN C, YAO J, TANG K, Et al., Cycle-based queue length estimation for signalized intersections using sparse vehicle trajectory data, IEEE Transactions on Intelligent Transportation Systems, 1, (2021)
[3]  
WANG Zhijian, JIN Chenhui, LONG Shunzhong, Et al., Queue length of signal intersection based on trajectory data [J], Science Technology and Engineering, 22, 21, pp. 9407-9413, (2022)
[4]  
RAMEZANI M, GEROLIMINIS N., Queue profile estimation in congested urban networks with probe data [J], Computer-Aided Civil and Infrastructure Engineering, 30, 6, pp. 414-432, (2015)
[5]  
WANG Yu, XU Jianmin, LIN Peiqun, Real-time queue length estimation for signalized intersections using GPS data [J], Journal of Transportation Systems Engineering and Information Technology, 16, 6, pp. 67-73, (2016)
[6]  
MOHAJERPOOR R, SABERI M, RAMEZANI M., Delay variability optimization using shockwave theory at an undersaturated intersection [C], IFAC-PapersOnLine, pp. 5289-5294, (2017)
[7]  
LI Aijie, TANG Keshuang, DONG Keran, Estimation of queuing length at signalized intersections using low-frequency point detector data [J], Journal of Transport Information and Safety, 36, 1, pp. 57-64, (2018)
[8]  
YAO J, LI F, TANG K, Et al., Sampled trajectory data-driven method of cycle-based volume estimation for signalized intersections by hybridizing shockwave theory and probability distribution [J], IEEE Transactions on Intelligent Transportation Systems, 21, 6, pp. 2615-2627, (2019)
[9]  
TANG Jin, YU Wenya, Queue length detection of road intersection based on vehicle trajectory [J], Hunan Communication Science and Technology, 48, 3, pp. 208-214, (2022)
[10]  
LIU Xuxing, DENG Mingjun, PENG Liqun, Analysis of queue length at oversaturated signal intersections based on trajectory data [J], Journal of East China Jiaotong University, 40, 3, pp. 66-76, (2023)