Analysis on Link Travel Time Estimation considering Time Headway Based on Urban Road RFID Data

Author:

Gu Jian123ORCID,Li Miaohua4ORCID,Yu Linghua5ORCID,Li Shun23ORCID,Long Kejun23ORCID

Affiliation:

1. Engineering Research Center of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety of Ministry of Education, Changsha University of Science & Technology, Changsha 410114, Hunan, China

2. School of Traffic and Transportation Engineering, Changsha University of Science & Technology, Changsha 410004, China

3. Hunan Provincial Key Laboratory of Smart Roadway and Cooperative Vehicle-Infrastructure Systems, Changsha University of Science & Technology, Changsha 410004, China

4. Hunan Communications Research Institute Co., Ltd., Changsha 410000, Hunan, China

5. School of Transportation, Southeast University, Nanjing, Jiangsu 211189, China

Abstract

In this paper, the calculation method of the link travel time is firstly analysed in the continuous traffic flow by using the detection data collected when vehicles pass through urban links, and a theoretical derivation formula for estimating link travel time is proposed by considering the typical vehicle travel time and the time headway deviation upstream and downstream of the links as the main parameters. A typical vehicle analysis method based on link travel time similarity is proposed, and the theoretical formula is optimized, respectively. Then, an estimation formula based on maximum travel time similarity and an estimation formula based on maximum travel time confidence interval similarity are proposed, respectively. Finally, when analysing the fitting conditions, the collected data from urban roads in Nanjing are used to verify the proposed travel time estimation method based on the radio frequency identification devices. The results show that time headway deviation converges to zero when the hourly vehicle volume is more than 20 veh/h in the certain flow direction, and there are more positive and negative fluctuations when the hourly vehicle volume is less than 10 veh/h in the certain flow direction. The accuracy of the proposed improved method based on typical vehicle travel time estimation is significantly improved by considering the typical vehicle travel time, and typical vehicles on the road segment mainly exist at the tail of the traffic platoon in the corresponding period.

Funder

Engineering Research Centre of Catastrophic Prophylaxis and Treatment of Road & Traffic Safety of Ministry of Education

Publisher

Hindawi Limited

Subject

Strategy and Management,Computer Science Applications,Mechanical Engineering,Economics and Econometrics,Automotive Engineering

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