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Journal ArticleDOI

The cell transmission model, part ii: network traffic

TLDR
This article shows how the evolution of multi-commodity traffic flows over complex networks can be predicted over time, based on a simple macroscopic computer representation of traffic flow that is consistent with the kinematic wave theory under all traffic conditions.
Abstract
This article shows how the evolution of multi-commodity traffic flows over complex networks can be predicted over time, based on a simple macroscopic computer representation of traffic flow that is consistent with the kinematic wave theory under all traffic conditions. The method does not use ad hoc procedures to treat special situations. After a brief review of the basic model for one link, the article describes how three-legged junctions can be modeled. It then introduces a numerical procedure for networks, assuming that a time-varying origin-destination (O-D) table is given and that the proportion of turns at every junction is known. These assumptions are reasonable for numerical analysis of disaster evacuation plans. The results are then extended to the case where, instead of the turning proportions, the best routes to each destination from every junction are known at all times. For technical reasons explained in the text, the procedure is more complicated in this case, requiring more computer memory and more time for execution. The effort is estimated to be about an order of magnitude greater than for the static traffic assignment problem on a network of the same size. The procedure is ideally suited for parallel computing. It is hoped that the results in the article will lead to more realistic models of freeway flow, disaster evacuations and dynamic traffic assignment for the evening commute.

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Citations
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Journal ArticleDOI

Stable Day-to-Day Dynamics for Departure Time Choice

TL;DR: It is theoretically proved that the day-to-day stationary state of the LWR model leads to the scheduling payoff user equilibrium (SPUE), which is equivalent to both DTUE and ATUE and stable.
Proceedings ArticleDOI

Localization of disturbances in transportation systems

TL;DR: A minimum-energy controller is designed that exploits inter-vehicle communication to localize shock waves to small sections of the highway and attenuate them within a specified period of time.
Journal ArticleDOI

A Genetic Algorithm for Bi-Level Linear Programming Dynamic Network Design Problem

TL;DR: A modified Genetic Algorithm is presented to solve the BLPNDP with a novel evaluation function which reduces the number of dynamic traffic simulations needed and the proposed GA based heuristic outperforms the traditional GA.
Journal ArticleDOI

Dynamic transit lanes for connected and autonomous vehicles

TL;DR: Numerical results from small test cases show that the dynamic transit lanes and transit intersection priority allow transit to move nearly at free flow on the corridor despite congestion, and results from the downtown Austin city network using dynamic traffic assignment show that both transit and general traffic would experience significant benefits in realistic settings.

Interfaces with Other Disciplines OR/MS research in disaster operations management

TL;DR: The authors survey the literature to identify potential research directions in disaster operations, discuss relevant issues, and provide a starting point for interested researchers. But, the OR/MS community is yet to produce a critical mass.
References
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Journal ArticleDOI

Shock Waves on the Highway

TL;DR: In this article, a simple theory of traffic flow is developed by replacing individual vehicles with a continuous fluid density and applying an empirical relation between speed and density, which is a simple graph-shearing process for following the development of traffic waves.
Journal ArticleDOI

Nonlinear Effects in the Dynamics of Car Following

TL;DR: In this paper, it was shown that a small amplitude disturbance propagates through a series of cars in the manner described by linear theories, except that the dependence of the wave velocity on the car velocity causes an accleration wave to spread as it propagates and a deceleration wave forming a stable shock.
Journal ArticleDOI

A simplified theory of kinematic waves in highway traffic, part I: General theory

TL;DR: In this paper, it is shown how a formal solution for A ( x, t ) can be evaluated directly from boundary or initial conditions without evaluation at intermediate times and positions, and the correct solution, which is the lower envelope of all such formal solutions, will automatically have discontinuities in slope describing the passage of a shock.
Journal ArticleDOI

A simplified theory of kinematic waves in highway traffic, part II: Queueing at freeway bottlenecks

TL;DR: In this article, the authors proposed a method to relate the cumulative flow curve at any junction to the net cumulative entrance flow at this junction, and the cumulative curve for the freeway at the next upstream junction and/or the next downstream junction.
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