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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

Creation of preventive mass evacuation plan with the use of public transport

TL;DR: In this article, the authors present an approach based on multi-criteria mixed integer linear programming (MILP) for the planning of preventive evacuation processes from the point of view of ensuring the mass transportation of inhabitants from hazardous areas, when dangerous substances that are leaking into the surroundings from factories and other industrial facilities such as nuclear power plants threaten the inhabitants.

Developing the Analysis Methodology and Platform for Behaviorally Induced System Optimal Traffic Management

Xianbiao Hu
TL;DR: In this paper, the authors present a survey of the state of the art in this area: http://www.saliency.com/blogs/saliency-blog/blogs.

Dynamic Congestion Pricing in a Network with Queue Spillover

TL;DR: In this paper, a combination of two dynamic models is presented to explore optimal congestion pricing in a multi-destination network, where Vickrey's bottleneck model (1) deals with traffic demand while traffic operations are described by the LWR traffic flow model.
Journal ArticleDOI

Discrete time dynamic traffic assignment models and solution algorithm for managed lanes

TL;DR: A discrete-time traffic assignment system optimum model to predict the optimal traffic flows on managed lanes at various times in the entire planning horizon is presented and numerical results show that this algorithm is efficient for many cases of the managed lane problems.
Dissertation

Dynamic Modeling of Large-Scale Urban Transportation Systems

TL;DR: The aim of this PhD is to propose an efficient modeling tool, based upon the concept of MFD, to simulate and analyze traffic states in large metropolitan areas, and to propose a new trip-based model based on individual traveled distance.
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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