Estimation Method of Traffic State Parameters Based on Toll Data

被引:0
作者
Lai J.-H. [1 ]
Qi Y. [1 ]
Wang Y. [1 ]
Han Y. [2 ]
Huang L.-H. [3 ]
Zhao Y.-F. [4 ]
机构
[1] College of Metropolitan Transportation, Beijing University of Technology, Beijing
[2] Beijing Key Laboratory of Urban Transportation Energy Conservation and Emission Reduction, Beijing Transport Institute, Beijing
[3] School of Management and Engineering, Capital University of Economics and Business, Beijing
[4] Beijing Huarong Lutong Engineering Consulting Co. Ltd., Beijing
来源
Zhongguo Gonglu Xuebao/China Journal of Highway and Transport | 2022年 / 35卷 / 03期
关键词
Incremental iteration; Random forest model; Service area entry rate; State parameter; Toll data; Traffic engineering;
D O I
10.19721/j.cnki.1001-7372.2022.03.017
中图分类号
学科分类号
摘要
To obtain the spatial and temporal traffic operation parameters of a road network more accurately using toll Origin-Destination (OD)data, this paper proposes a method to calculate the traffic operation status by combining machine learning prediction of the service area approach with incremental iterations of toll OD data. The results show that there is a maximum peak value for the minimum probability threshold Pt of entering the service area, and the overall prediction accuracy is highest when Pt is approximately 0.9. In addition, the random forest method shows a significant accuracy advantage in different categories of toll forms and vehicles. The OD data for short-distance trips are used as the initial value to project the travel time of the basic road section, and the road network operation status is calculated incrementally from near to far using the multiples of the distance threshold Pt as the time interval. The OD data calculated in the previous iterations are weighted more heavily than the data in the later iterations to complete the road section status for missing data in the spatio-temporal dimension. The effectiveness of the algorithm was tested in a large-scale provincial real-world road network environment by designing four different sets of Pt and three control groups. The results of the analysis of road traffic flow and travel speed show that the smaller the Pt, the smaller the error. The error is minimized at Pt=5 km, where an average error of 5.46% for traffic flow and 9.84% for speed, using the random forest model. Compared with the nearest neighbor upstream and downstream interpolation method, the average accuracy of the proposed method for calculating traffic flow is 3.98% higher, and the average accuracy of speed is 4.33% higher than that of the average travel time method. The average accuracy of traffic flow is 5.2% higher, and the average accuracy of speed is 5.87% higher. The test results show high accuracy and indicate that the method has good practicality. © 2022, Editorial Department of China Journal of Highway and Transport. All right reserved.
引用
收藏
页码:205 / 215
页数:10
相关论文
共 20 条
[1]  
KONG Xuan, ZHANG Jie, DENG Lu, Et al., Research Advances on Vehicle Parameter Identification Based on Machine Vision, China Journal of Highway and Transport, 34, 4, pp. 13-30, (2021)
[2]  
LIU Cheng-long, TAO Sha, ZHAO Cong, Et al., Optimal Deployment of Electronic Toll Collection Lanes for Freeway Network, China Journal of Highway and Transport
[3]  
GUO Rui-jun, YU Jing, SUN Xiao-liang, Et al., Analysis on Traffic Flow Character of Expressway Based on Electric Charge Data, Journal of Dalian Jiaotong University, 39, 1, pp. 17-22, (2018)
[4]  
ZHANG Jiao-jiao, Analysis of Highway Real-time Network State Estimation of Charging Data, Automation & Instrumentation, 5, pp. 202-205, (2018)
[5]  
LI Shu-bing, DANG Wen-xiu, FU Bai-bai, Traffic Real-time Network States Estimation of Expressway Based on Toll Data, Journal of Transportation Systems Engineering and Information Technology, 15, 4, pp. 63-69, (2015)
[6]  
ZHAO Jian-dong, XU Fei-fei, ZHANG Kun, Et al., Highway Travel Time Prediction Based on Multi-source Data Fusion, Journal of Transportation Systems Engineering and Information Technology, 16, 1, pp. 52-57, (2016)
[7]  
MYUNG J, KIM D K, KHO S Y, Et al., Travel Time Prediction Using k Nearest Neighbor Method with Combined Data from Vehicle Detector System and Automatic Toll Collection System [J], Transportation Research Record, 2256, pp. 51-59, (2011)
[8]  
EL FAOUZI N E, KLEIN L A, DE MOUZON O., Improving Travel Time Estimates from Inductive Loop and Toll Collection Data with Dempster - Shafer Data Fusion [J], Transportation Research Record, 2129, pp. 73-80, (2009)
[9]  
OHBA Y, UENO H, KUWAHARA M., Travel Time Calculation Method for Expressway Using Toll Collection System Data, IEEE/IEEJ/JSAI. International Conference on Intelligent Transportation Systems, pp. 471-475, (1999)
[10]  
SORIGUERA F, ROSAS D, ROBUSTE F., Travel Time Measurement in Closed Toll Highways, Transportation Research Part B, 44, 10, pp. 1242-1267, (2010)