Abstract

Signal plan transition is the process of changing from one timing plan to another. It begins when the first intersection starts adjusting signal timing plans and ends when the last intersection completes adjusting signal timing plans. The transition between signal timing plans is required because traffic patterns change during the day. Therefore, it is necessary to modify signal timing parameters offset, phase split, and cycle length for different expectations of traffic volume. This paper presents an alternative and new mathematical model to enhance the performance of traffic signals coordination at intersections during the transition phase. This model is oriented to describe the transition regarding coordination parameters in all intersections of an arterial road for minimizing the social cost during the transition phase expressed in function of costs due to delays, fuel consumption, and air emissions. An ant colony algorithm was designed, coded, and simulated to find the optimal transition parameters using available data. The model was evaluated based on its ability to minimize social costs during the transition period. Results showed that the proposed method performs better than traditional ones.

Highlights

  • The rapid increase in urban traffic demand because of a growing population and economic development has led to an increase in the effects of traffic congestion and the associated externalities

  • The aim of this paper is to present a new method to address a complex problem, as is the transition between signal timing plans, and assess the impact regarding social cost and externalities generated during this phase, in relation to traditional methods, such as immediate, two cycles, and three-cycle transition

  • This study proposed a nonlinear mathematical model to improve the performance of the transition between signal timing plans at coordinated intersections using a multiobjective function that considers the social cost in terms of delays, fuel consumption, and air emissions

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Summary

Introduction

The rapid increase in urban traffic demand because of a growing population and economic development has led to an increase in the effects of traffic congestion and the associated externalities. The amount of fuel wasted due to congestion will increase to 2.5 billion gallons in 2015 and 4.5 billion gallons in 2020 [1]. The 29 percent of total US greenhouse gas (GHG) emissions and over 5 percent of GHG emissions in the world are generated by the transportation sector [2]. The emissions of CO2 from fossil fuel combustion increased by 17 percent from 1990 to 2011. This led to an increase in overall emissions from transportation activities of 18 percent [3]

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