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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

Unified Framework for Dynamic Traffic Assignment and Signal Control with Cell Transmission Model

TL;DR: In this article, a unified framework for dynamic traffic assignment and signal control optimization is presented, where an objective function based on the system-optimal approach with an embedded traffic flow model (the cell transmission model) is considered.
Journal ArticleDOI

Elastic demand dynamic network user equilibrium: Formulation, existence and computation

TL;DR: In this article, an infinite-dimensional variational inequality (VI) formulation that is equivalent to the conditions defining a continuous-time E-DUE problem is established by applying a fixed-point existence theorem ( Browder, 1968 ) in an extended Hilbert space.
Posted Content

Kinematic Wave Models of Network Vehicular Traffic

TL;DR: This dissertation proposes a multi-commodity kinematic wave (MCKW) model and an implementation of it, and applies this simulation model to study equilibrium states and periodic waves in road networks.
Journal ArticleDOI

Capacity drops at merges: New analytical investigations

TL;DR: In this article, the authors derived analytical formulae to estimate the effective capacity at freeway merges by using a generic framework able to account for heterogeneous vehicle characteristics and refined description of the physical interactions between upstream waves and downstream voids created by inserting vehicles within the merge area.
Journal ArticleDOI

Adaptive Vehicle Navigation With En Route Stochastic Traffic Information

TL;DR: It is proved that the adaptive approach for vehicle navigation in a stochastic network with real-time en route traffic information outperforms deterministic instantaneous shortest paths in a statistical sense.
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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