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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

Urban traffic congestion propagation and bottleneck identification

TL;DR: A congestion propagation model of urban network traffic is proposed based on the cell transmission model (CTM) and a new method of estimating average journey velocity (AJV) of both link and network is developed to identify network congestion bottlenecks.
Journal ArticleDOI

Active traffic management on road networks: a macroscopic approach

TL;DR: The underlying dynamical traffic model is described and what it takes to prepare the model for simulation; the traffic performance measures and evaluation of scenarios as part of operations planning are covered; the framework within which the control strategies are modelled and evaluated is introduced; and the algorithm for real-time traffic state estimation and short-term prediction is presented.

CIVIL & ENVIRONMENTAL ENGINEERING | SOFTWARE DTALite: A queue-based mesoscopic traffic simulator for fast model evaluation and calibration

TL;DR: In this article, a light-weight dynamic traffic assign-mention (DTA) package, namely DTALite, has been developed to allow a rapid utilization of advanced dynamic traffic analysis capabilities.
Journal ArticleDOI

Emerging Techniques for Enhancing the Practical Application of City Logistics Models

TL;DR: In this article, a review of emerging techniques for enhancing the practical application of city logistics models is presented, which can be classified into two types: optimisation models and simulation models.
Journal ArticleDOI

On the Existence of Solutions to the Dynamic User Equilibrium Problem

TL;DR: The existence result requires the introduction of a novel concept that strengthens the familiar concept of First-In-First-Out (FIFO), based on properties of operators that map path flow departure rates to consistent time-dependent path flows and other link performance functions.
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.
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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