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https://doi.org/10.7307/ptt.v35i1.4200

Asymmetric Behaviour and Traffic Flow Characteristics of Expressway Merging Area in China

Weihua Zhang ; School of Automotive and Transportation Engineering, Hefei University of Technology
Siping Wei ; School of Automotive and Transportation Engineering, Hefei University of Technology
Changsheng Wang ; School of Automotive and Transportation Engineering, Hefei University of Technology
Meng Qiu ; School of Automotive and Transportation Engineering, Hefei University of Technology


Puni tekst: engleski pdf 2.688 Kb

str. 12-26

preuzimanja: 160

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Sažetak

Drivers show different characteristics in traffic oscillations. These differences reflect the driver’s driving style, which is an important part of traffic uncertainty. This paper deeply explores the driving characteristics in asymmetric driving behaviour and its influence on traffic flow characteristics. The aim is to improve the understanding of safe driving. Continuous vehicle trajectories under various traffic flow conditions in an expressway merging area are obtained by aerial photography. Image processing technology is used to extract the basic parameters of traffic flow and vehicle operating characteristic data. Based on the measured data, the driver’s response mode is subdivided into multiple sub-modes. On the basis of this study, the types and distribution of traffic hysteresis and the impact of asymmetric behaviour on merging area capacity are further revealed. The results show that the response coefficient will increase for 58.72 % drivers during the process of experiencing oscillation disturbance to rebalance. The traffic hysteresis caused by driver’s asymmetric following behaviour in an expressway merging area is generally positive. This reduces the bottleneck outflow rate of the merging area by about 7 % on average. This study has important practical significance in analysing the formation mechanism of traffic congestion and adopting effective protective measures.

Ključne riječi

expressway; merging area; asymmetric behaviour; driver response mode; traffic hysteresis; capacity

Hrčak ID:

293752

URI

https://hrcak.srce.hr/293752

Datum izdavanja:

13.2.2023.

Posjeta: 612 *