Journal of South China University of Technology (Natural Science Edition) ›› 2020, Vol. 48 ›› Issue (2): 50-57.doi: 10.12141/j.issn.1000-565X.190227

• Traffic & Transportation Engineering • Previous Articles     Next Articles

CP-CS Fusion Model for On-Ramp Merging Area on the Highway

WEN Huiying1 WU Jiabin1 QI Weiwei1 WU Lisha1 ZHANG Kexiong2   

  1. 1. School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640, Guangdong,China; 2. Water Transportation Bureau,Department of Transportation of Guangdong Province, Guangzhou 510101,Guangdong,China
  • Received:2019-05-05 Revised:2019-06-19 Online:2020-02-25 Published:2020-02-01
  • Contact: 漆巍巍(1985-),男,博士,副教授,硕士生导师,主要从事道路交通安全研究。 E-mail:ctwwqi@scut.edu.cn
  • About author:温惠英(1965-),女,教授,博士生导师,主要从事交通运输规划与管理、交通安全研究。E-mail: hywen@scut.edu.cn
  • Supported by:
    Supported by the National Natural Science Foundation of China ( 51578247,71701070)

Abstract: A CP-CS fusion model that considers both conflict probability ( CP) and conflict severity ( CS) was pro- posed to effectively evaluate the traffic safety of existing or pre-built on-ramp merging areas on the highway. Firstly, the conflict probability model was established considering the impact of vehicle micro-running characteristics on traffic conflicts. Furthermore,the statistical data were used to integrate the conflict probability and conflict severity,so as to construct the CP-CS fusion model. Finally,based on the observation data,SSAM traffic conflict simulation analysis was carried out to verify the effectiveness of the proposed model. Moreover,a case study was introduced to reveal the evolution mechanism of risk coefficients in the merging areas,and illustrate the safety level of the merging areas under various optimization schemes. The experimental results show that the proposed model can improve the safety level of the existing or pre-built on-ramp. And there is a relatively higher traffic efficiency and safety level in the merging areas when the speed of traffic flow on the mainline is smaller than 27 m /s and the traffic flow is less than 1000 veh /h.

Key words: accident prevention, on-ramp merging area, risk assessment, conflict probability, conflict severity