TY - JOUR
T1 - A new higher-order viscous continuum traffic flow model considering driver memory in the era of autonomous and connected vehicles
AU - Sun, Lu
AU - Jafaripournimchahi, Ammar
AU - Kornhauser, Alain
AU - Hu, Wushen
N1 - Funding Information:
This study is sponsored in part by the National Science Foundation, United States of America under grants BCS 0527508 , by American Association of Highway and Transportation Officials under grant 15-0084 , by the National Natural Science Foundation of China under grants 51050110143 and 51250110075 , and by China Scholarship Council , to which the authors are very grateful. The authors are also thankful to three anonymous reviewers for their insightful comments and constructive suggestions, which help us, improve the content and presentation of the manuscript.
Publisher Copyright:
© 2019 Elsevier B.V.
PY - 2020/6/1
Y1 - 2020/6/1
N2 - This paper proposes a new car-following model by considering driver memory and derives a corresponding macroscopic continuum traffic flow model, in which the wrong-way travel phenomenon is not going to occur. We reveal that considering driver memory expressed in term of past traffic condition and headway leads to viscosity parameter in macroscopic traffic flow equation. The viscosity parameter is proportional to a unique quantity, which is featured with two parameters: the delay time of vehicle motion and the kinematic wave velocity at jam density. Linear and nonlinear stability analysis using the method of perturbation is carried out to study traffic characteristics. We showed that macroscopic models derived from microscopic models are more realistic and meaningful than those coming directly from an analogy of Navier–Stokes equations.
AB - This paper proposes a new car-following model by considering driver memory and derives a corresponding macroscopic continuum traffic flow model, in which the wrong-way travel phenomenon is not going to occur. We reveal that considering driver memory expressed in term of past traffic condition and headway leads to viscosity parameter in macroscopic traffic flow equation. The viscosity parameter is proportional to a unique quantity, which is featured with two parameters: the delay time of vehicle motion and the kinematic wave velocity at jam density. Linear and nonlinear stability analysis using the method of perturbation is carried out to study traffic characteristics. We showed that macroscopic models derived from microscopic models are more realistic and meaningful than those coming directly from an analogy of Navier–Stokes equations.
KW - Car-following model
KW - Driver memory
KW - Stability analysis
KW - Viscous continuum traffic flow model
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U2 - 10.1016/j.physa.2019.123829
DO - 10.1016/j.physa.2019.123829
M3 - Article
AN - SCOPUS:85077734918
SN - 0378-4371
VL - 547
JO - Physica A: Statistical Mechanics and its Applications
JF - Physica A: Statistical Mechanics and its Applications
M1 - 123829
ER -