Analyses of self-stabilizing control strategy effect in macroscopic traffic model by utilizing historical velocity data

Author(s):  
Yiru Mei ◽  
Xiaoqun Zhao ◽  
Yeqing Qian ◽  
Shangzhi Xu ◽  
Yanchun Ni ◽  
...  
2018 ◽  
Vol 10 (1) ◽  
pp. 1-11 ◽  
Author(s):  
Neveen Shlayan ◽  
Kiran Challapali ◽  
Dave Cavalcanti ◽  
Talmai Oliveira ◽  
Yong Yang

2020 ◽  
Vol 2020 ◽  
pp. 1-17
Author(s):  
Shihao Li ◽  
Ting Wang ◽  
Rongjun Cheng ◽  
Hongxia Ge

In this paper, an extended car-following model with consideration of the driver’s desire for smooth driving and the self-stabilizing control in historical velocity data is constructed. Moreover, for better reflecting the reality, we also integrate the velocity uncertainty into the new model to analyze the internal characteristics of traffic flow in situation where the historical velocity data are uncertain. Then, the model’s linear stability condition is inferred by utilizing linear stability analysis, and the modified Korteweg-de Vries (mKdV) equation is also obtained to depict the evolution properties of traffic congestion. According to the theoretical analysis, we observe that the degree of traffic congestion is alleviated when the control signal is considered, and the historical time gap and the velocity uncertainty also play a role in affecting the stability of traffic flow. Finally, some numerical simulation experiments are implemented and the experiments’ results demonstrate that the control signals including the self-stabilizing control, the driver’s desire for smooth driving, the historical time gap, and the velocity uncertainty are of avail to improve the traffic jam, which are consistent with the theoretical analytical results.


2019 ◽  
Vol 9 (14) ◽  
pp. 2848 ◽  
Author(s):  
Zawar H. Khan ◽  
Waheed Imran ◽  
Sajid Azeem ◽  
Khurram S. Khattak ◽  
T. Aaron Gulliver ◽  
...  

A new macroscopic traffic flow model is proposed, which considers driver presumption based on driver reaction and traffic stimuli. The Payne–Whitham (PW) model characterizes the traffic flow based on a velocity constant C 0 which results in unrealistic density and velocity behavior. Conversely, the proposed model characterizes traffic behavior with velocities based on the distance headway. The performance of the proposed and PW models is evaluated over a 300 m circular road for an inactive bottleneck. The results obtained show that the traffic behavior with the proposed model is more realistic.


2018 ◽  
Vol 80 ◽  
pp. 32-49 ◽  
Author(s):  
Elvira Thonhofer ◽  
Toni Palau ◽  
Andreas Kuhn ◽  
Stefan Jakubek ◽  
Martin Kozek

Author(s):  
D. B. Work ◽  
S. Blandin ◽  
O. P. Tossavainen ◽  
B. Piccoli ◽  
A. M. Bayen

2017 ◽  
Vol 12 (2) ◽  
pp. 297-317 ◽  
Author(s):  
Mohamed Benyahia ◽  
◽  
Massimiliano D. Rosini ◽  

2018 ◽  
Vol 27 (7) ◽  
pp. 070202 ◽  
Author(s):  
Zawar H. Khan ◽  
Syed Abid Ali Shah ◽  
T. Aaron Gulliver

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