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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

Agent-based Modelling and Simulation of Air Transport Technology

TL;DR: A simulation model is proposed, that represents details of air traffic microscopically but is fast enough to enable an iter- ative simulation-based passenger-trip assignment and appears to be suited to analyze and forecast mid-distance transport.
Journal ArticleDOI

A framework for user equilibrium dynamic traffic assignment

TL;DR: A bi-level user equilibrium (UE) framework that separates the assignment or loading of flows on the time–space network from the modelling of flows and trip times within individual links and is extended to handle elastic demands, multiple destinations and multiple traffic types, and traffic spillback within links and from link to link.
Journal ArticleDOI

A Comparison of Dynamic User Optimal States with Zero, Fixed and Variable Tolerances

TL;DR: In this article, the authors compared the three alternative definitions of DUO and discussed their relationships and concluded that DUO with variable tolerance always exists even when the other two DUO solutions may not.
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An Urban Traffic Flow Model to Capture Complex Flow Interactions among Lane Groups for Signalized Intersections

TL;DR: This model is a simple and versatile simulation framework designed to simulate, at macroscopic level, more realistically the dynamic interaction of queues among neighboring lanes and intersections for large scale urban network.
Journal ArticleDOI

Numerical discretization of Hamilton-Jacobi equations on networks

TL;DR: A numerical discretization of Hamilton--Jacobi equations on networks is discussed and a suitable numerical algorithm is derived to derive travel times in a round-about.
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.
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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.
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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.
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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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