Abstract

With the advent of automated vehicles (AVs), new infrastructure planning concepts such as subnetworks of AV-ready roads have been proposed to improve the performance of transportation networks and to promote the adoption of AVs. However, these subnetworks should evolve over time in response to the growing AV demand, which necessitates a multi-stage modeling approach. In this study, we propose multi-stage deployment of AV-ready subnetworks and formulate it as a time-dependent network design problem, which is a bi-level mixed-integer programming problem. The lower level is a simultaneous travel mode and route choice equilibrium with continuous decision variables, and the upper level is a design problem including infrastructure investment decisions to determine which roads to upgrade and include in AV-ready subnetworks for mixed traffic. We use a case study of a real road network to demonstrate the concept. Since computational efficiency is a key factor for solving such large-scale problems, we develop two efficient and tailored evolutionary heuristics to solve the problem, and compare their performance to a computationally demanding Genetic-algorithm-based solution method. The results indicate that the proposed algorithms can efficiently solve this large-scale problem while satisfying constraints in all scenarios, and outperform Genetic algorithm, particularly in the scenario with larger number of stages. Moreover, in all scenarios, deployment of AV-ready subnetworks leads to improvements in network performance in terms of total travel time and cost. However, the improvements are always accompanied with increased total travel distance. The extent of changes depends on AV market penetration rate, AV-ready subnetwork density and timing of densification.

Highlights

  • Automated vehicles (AVs) are on the horizon; it might take a long time before a large market share for highly automated vehicles can be observed

  • While operating design domain (ODD) are the accepted language of the automotive industry to define functional requirements for vehicle automation, there is no universally accepted standard for road operators describing the readiness of road network infrastructure to support automation func­ tions

  • We model the problem as a multi-stage discrete network design problem (NDP) (AD-DNDP-T) with multi-mode and multi-class de­ mand involving AVs

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Summary

Introduction

Automated vehicles (AVs) are on the horizon; it might take a long time before a large market share for highly automated vehicles can be observed. Based on the evidence of existing level-2 AVs, drivers are very likely to use the automated mode in freeways and un­ likely to use it on rural and urban roads (Hardman et al, 2019) This shows that road type is an essential factor for safety of AVs. In light of the discussion above, in this study, we select a set of roads based on their characteristics to define a (potentially) safe feasible re­ gion for the operation of AVs in automated driving mode (using ADS) in mixed traffic (on the same lanes as CVs). The rest of the manuscript is organized as follows: Section 2 includes a brief problem background, Section 3 presents the problem formulation and the solution methods, Section 4 demonstrates the case study and numerical results, and Section 5 entails the discussion and concluding remarks

Problem background
Multi-stage design of subnetworks for automated driving
General assumptions
Equilibrium conditions
AV diffusion model
Solution methods
Description
Numerical results and analysis
Findings
Madadi et al 1
Full Text
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