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Journal Article

Citation

Wada K, Martínez I, Jin WL. Transp. Res. C Emerg. Technol. 2020; 113: 260-276.

Copyright

(Copyright © 2020, Elsevier Publishing)

DOI

10.1016/j.trc.2019.05.012

PMID

unavailable

Abstract

Sags and tunnels are major bottlenecks, where the road capacity is reduced, and the "capacity drop" phenomenon occurs; however, there is no simple model or theory that can explain the formation and other characteristics of capacity drop. This paper presents a car-following model, which is equivalent to a continuum model in the Lagrangian coordinates. The model is built on two main assumptions: (i) inhomogeneous fundamental diagrams with location-dependent time gaps, and (ii) bounded acceleration. We first demonstrate that the stationary speed profiles, the low acceleration rates, the dropped capacity, and the approximate time duration of the capacity drop formation in the model are consistent with empirical observations. Then the impacts on the stationary states and dropped capacity of the numerical viscosity caused by the discretization method are investigated, and it is shown that the dropped capacity converges to the theoretical value. Further, a one-dimensional iterated function system is proposed to model the formation mechanism of the capacity drop, which is derived by investigating the spatial pattern of equilibrium and bounded acceleration traffic states that arises in a lead-vehicle problem. Utilizing this model, we uncover a set of properties of the capacity drop such as existence, uniqueness, global convergence, and convergence speed. Finally, the model is applied to analyze the impacts of heterogeneous drivers. The model and insights in this study will help to develop control and management schemes to alleviate capacity drop effects with connected and autonomous vehicles in the future.


Language: en

Keywords

Bounded acceleration; Capacity drop; Car-following model; Heterogeneous drivers; Iterated function system; Sags and tunnels

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