TY - GEN
T1 - Desired Safety Margin Model-Based Exploration of Driver Style Effect on Heterogeneous Traffic Flow
AU - Zhang, Junjie
AU - Yu, Haiyang
AU - Feng, Wenquan
AU - Li, Hongbo
AU - Yang, Can
AU - Liu, Miaomiao
N1 - Publisher Copyright:
© ASCE.
PY - 2020
Y1 - 2020
N2 - Driving style plays a key role in influencing stability of traffic in heterogeneous traffic flow. This study aims to explore the impact of different driving styles on heterogeneous traffic flow stability on the basis of a microscopic car-following model, namely, the desired safety margin (DSM) model. The DSM model is used to portray the psychological behavior, operational behavior, and performance of the driver in terms of response time. This is calculated by using five driving behavior parameters, the upper and lower limits of the DSM, sensitivity coefficient of acceleration and deceleration, and the response time. Characteristics of driving behavior would cause a dynamic phase transition for single-lane traffic flow. Five characteristics of driving behavior are mapped out in this paper. Analytical results indicate that driving styles and their proportions play a key role on the stability of heterogeneous traffic flow. In this study, we found that a driver who is responsive, sensitive, and risk-averse is stable, and a driver who is unresponsive, insensitive, and risk-prone is unstable based on the results of numerous simulation experiments. Therefore, increasing the proportions of responsive, sensitive, and risk-averse driving styles and decreasing the proportions of unresponsive, insensitive, and risk-prone driver styles can help improve heterogeneous traffic flow stability. Moreover, the traffic flow is always stable regardless of the proportions of the driving styles when all the drivers are stable. However, if a platoon has stable and unstable drivers, then the proportion of drivers with different driving styles plays a key role in traffic flow stability. These results are useful in developing a traffic control strategy to stabilize traffic flow by adjusting driving styles and their proportions.
AB - Driving style plays a key role in influencing stability of traffic in heterogeneous traffic flow. This study aims to explore the impact of different driving styles on heterogeneous traffic flow stability on the basis of a microscopic car-following model, namely, the desired safety margin (DSM) model. The DSM model is used to portray the psychological behavior, operational behavior, and performance of the driver in terms of response time. This is calculated by using five driving behavior parameters, the upper and lower limits of the DSM, sensitivity coefficient of acceleration and deceleration, and the response time. Characteristics of driving behavior would cause a dynamic phase transition for single-lane traffic flow. Five characteristics of driving behavior are mapped out in this paper. Analytical results indicate that driving styles and their proportions play a key role on the stability of heterogeneous traffic flow. In this study, we found that a driver who is responsive, sensitive, and risk-averse is stable, and a driver who is unresponsive, insensitive, and risk-prone is unstable based on the results of numerous simulation experiments. Therefore, increasing the proportions of responsive, sensitive, and risk-averse driving styles and decreasing the proportions of unresponsive, insensitive, and risk-prone driver styles can help improve heterogeneous traffic flow stability. Moreover, the traffic flow is always stable regardless of the proportions of the driving styles when all the drivers are stable. However, if a platoon has stable and unstable drivers, then the proportion of drivers with different driving styles plays a key role in traffic flow stability. These results are useful in developing a traffic control strategy to stabilize traffic flow by adjusting driving styles and their proportions.
KW - Desired safety margin
KW - Driving behavior parameters
KW - Driving style
KW - Heterogeneous traffic flow
KW - Stability
UR - https://www.scopus.com/pages/publications/85107172725
U2 - 10.1061/9780784482933.376
DO - 10.1061/9780784482933.376
M3 - 会议稿件
AN - SCOPUS:85107172725
T3 - CICTP 2020: Advanced Transportation Technologies and Development-Enhancing Connections - Proceedings of the 20th COTA International Conference of Transportation Professionals
SP - 4384
EP - 4395
BT - CICTP 2020
A2 - Wang, Haizhong
A2 - Wei, Heng
A2 - Zhang, Lei
A2 - An, Yisheng
PB - American Society of Civil Engineers (ASCE)
T2 - 20th COTA International Conference of Transportation Professionals: Advanced Transportation Technologies and Development-Enhancing Connections, CICTP 2020
Y2 - 14 August 2020 through 16 August 2020
ER -