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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

A New Multiobjective Signal Optimization for Oversaturated Networks

TL;DR: The result indicates that the throughput-maximizing strategy does not always yield minimum spillovers for oversaturated networks and occasionally provides a larger difference in average link delay at a spillover intersection than the proposed model does.
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Data-Fitted First-Order Traffic Models and Their Second-Order Generalizations: Comparison by Trajectory and Sensor Data

TL;DR: In this paper, two types of data-fitted LWR models and their second-order ARZ counterparts were systematically compared with a version of the test for the three-detector problem.
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Genetics of traffic assignment models for strategic transport planning

TL;DR: A review and classification of traffic assignment models for strategic transport planning purposes by using concepts analogous to genetics in biology has been presented in this article, where the authors argue that all traffic allocation models can be described by three genes.
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Control Strategies for Dispersing Incident-Based Traffic Jams in Two-Way Grid Networks

TL;DR: Using the spatial topology of traffic jam propagation, the concept of vehicle movement ban is applied and it is shown that the proposed control strategies can indeed disperse incident-based traffic jams efficiently.
Journal ArticleDOI

Scheduling Automated Traffic on a Network of Roads

TL;DR: The authors consider the problem of scheduling automated traffic in a city and reduce the problem to a discrete-time graph-scheduling problem, by defining an appropriate graph to model the road network and on the initial distribution of vehicles, which allows the design of provably correct scheduling algorithms.
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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