Analysis of the equilibrium trip cost without late arrival and the corresponding traffic properties using a car-following model

In this paper, we first apply a generalized car-following model to study the commuter trip cost without late arrival from an analytical perspective; and then use the full velocity difference (FVD) model to verify the analytical results and explore the corresponding traffic properties from a numerical perspective. Finally, we explore the evolutions of traffic flow on a road with an open boundary under three traffic situations (i.e., the number of commuters is low, moderate, and high) and find that the evolution of traffic flow is related to the number of commuters. The numerical results are qualitatively consistent with the analytical results and illustrate that car-following models can be used to study each commuter’s trip cost without late arrival and that the car-following model can accurately quantify each commuter’s trip cost.

[1]  M J Lighthill,et al.  On kinematic waves II. A theory of traffic flow on long crowded roads , 1955, Proceedings of the Royal Society of London. Series A. Mathematical and Physical Sciences.

[2]  A. Palma,et al.  A STRUCTURAL MODEL OF PEAK-PERIOD CONGESTION: A TRAFFIC BOTTLENECK WITH ELASTIC DEMAND. IN: RECENT DEVELOPMENTS IN TRANSPORT ECONOMICS , 1993 .

[3]  Xeuhao Chu,et al.  Endogenous Trip Scheduling: The Henderson Approach Reformulated and Compared with the Vickrey Approach , 1993 .

[4]  Satish V. Ukkusuri,et al.  Linear Complementarity Formulation for Single Bottleneck Model with Heterogeneous Commuters , 2010 .

[5]  W. Vickrey Congestion Theory and Transport Investment , 1969 .

[6]  Se-il Mun PEAK-LOAD PRICING OF A BOTTLENECK WITH TRAFFIC JAM , 1999 .

[7]  Carlos F. Daganzo,et al.  The Uniqueness of a Time-dependent Equilibrium Distribution of Arrivals at a Single Bottleneck , 1985, Transp. Sci..

[8]  Hai-Jun Huang,et al.  Novel travel cost functions based on morning peak commuting equilibrium , 2010, Oper. Res. Lett..

[9]  Robin Lindsey Existence, Uniqueness, and Trip Cost Function Properties of User Equilibrium in the Bottleneck Model with Multiple User Classes , 2004, Transp. Sci..

[10]  Hai-Jun Huang,et al.  Congestion Behavior and Tolls in a Bottleneck Model with Stochastic Capacity , 2015, Transp. Sci..

[11]  P. I. Richards Shock Waves on the Highway , 1956 .

[12]  A. Palma,et al.  Economics of a bottleneck , 1986 .

[13]  Michael J. Smith,et al.  The Existence of a Time-Dependent Equilibrium Distribution of Arrivals at a Single Bottleneck , 1984, Transp. Sci..

[14]  Richard Arnott,et al.  Morning Commute in a Single-Entry Traffic Corridor with No Late Arrivals , 2012 .

[15]  R. Jiang,et al.  Full velocity difference model for a car-following theory. , 2001, Physical review. E, Statistical, nonlinear, and soft matter physics.

[16]  Hai Yang,et al.  Efficiency of a highway use reservation system for morning commute , 2015 .

[17]  Constantinos Antoniou,et al.  Towards data-driven car-following models , 2015 .

[18]  Hai-Jun Huang,et al.  Stochastic bottleneck capacity, merging traffic and morning commute , 2014 .

[19]  Zhen Sean Qian,et al.  Modeling Multi-Modal Morning Commute in a One-to-One Corridor Network , 2011 .

[20]  Hai-Jun Huang,et al.  Analyzing trip cost with no late arrival under car-following model , 2015 .

[21]  Tie-Qiao Tang,et al.  Effects of on-ramp on the fuel consumption of the vehicles on the main road under car-following model , 2015 .

[22]  G. F. Newell Traffic Flow for the Morning Commute , 1988, Transp. Sci..