Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation

This paper proposes a model to find the optimal location of autonomous vehicle lanes in a transportation network consisting of both Autonomous Vehicles (AVs) and Human-Driven Vehicles (HDVs) while accounting for the roadway capacity variation. The main contribution of the model is considering a gene...

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Main Authors: Sara Movaghar, Mahmoud Mesbah, Meeghat Habibian
Format: Article
Language:English
Published: Hindawi Limited 2020-01-01
Series:Mathematical Problems in Engineering
Online Access:http://dx.doi.org/10.1155/2020/5782072
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spelling doaj-74562d36832c42b395b78a64ba5351352020-11-25T02:23:30ZengHindawi LimitedMathematical Problems in Engineering1024-123X1563-51472020-01-01202010.1155/2020/57820725782072Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity VariationSara Movaghar0Mahmoud Mesbah1Meeghat Habibian2Amirkabir University of Technology (Tehran Polytechnic), Tehran, IranAmirkabir University of Technology (Tehran Polytechnic), Tehran, IranAmirkabir University of Technology (Tehran Polytechnic), Tehran, IranThis paper proposes a model to find the optimal location of autonomous vehicle lanes in a transportation network consisting of both Autonomous Vehicles (AVs) and Human-Driven Vehicles (HDVs) while accounting for the roadway capacity variation. The main contribution of the model is considering a generalized definition of capacity as a function of AV proportion on a link and incorporating it into the network design problem. A bilevel optimization model is proposed with total travel time as the objective function to be minimized. At the upper-level problem, the optimal locations of AV lanes are determined, and at the lower level which is a multiclass equilibrium assignment, road users including both AVs and HDVs seek to minimize their individual travel times. It is shown that if capacity variation is ignored, the effect of AV lane deployment can be misleading. Since there will be a long transition period during which both AVs and HDVs will coexist in the network, this model can help the network managers to optimally reallocate the valuable road space and better understand the effects of AV lane deployment at the planning horizon as well as during the transition period. Employing this model as a planning tool presents how the proposed AV lane deployment plan could consider the AV market penetration growth during the transition period. Numerical analysis based on the Sioux Falls network is presented in two cases with and without variable capacity to illustrate the application of this model. At the 60% penetration rate of AVs, the improvement in total travel time was 3.85% with a fix capacity while this improvement was 9.88% with a variable capacity.http://dx.doi.org/10.1155/2020/5782072
collection DOAJ
language English
format Article
sources DOAJ
author Sara Movaghar
Mahmoud Mesbah
Meeghat Habibian
spellingShingle Sara Movaghar
Mahmoud Mesbah
Meeghat Habibian
Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
Mathematical Problems in Engineering
author_facet Sara Movaghar
Mahmoud Mesbah
Meeghat Habibian
author_sort Sara Movaghar
title Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
title_short Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
title_full Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
title_fullStr Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
title_full_unstemmed Optimum Location of Autonomous Vehicle Lanes: A Model Considering Capacity Variation
title_sort optimum location of autonomous vehicle lanes: a model considering capacity variation
publisher Hindawi Limited
series Mathematical Problems in Engineering
issn 1024-123X
1563-5147
publishDate 2020-01-01
description This paper proposes a model to find the optimal location of autonomous vehicle lanes in a transportation network consisting of both Autonomous Vehicles (AVs) and Human-Driven Vehicles (HDVs) while accounting for the roadway capacity variation. The main contribution of the model is considering a generalized definition of capacity as a function of AV proportion on a link and incorporating it into the network design problem. A bilevel optimization model is proposed with total travel time as the objective function to be minimized. At the upper-level problem, the optimal locations of AV lanes are determined, and at the lower level which is a multiclass equilibrium assignment, road users including both AVs and HDVs seek to minimize their individual travel times. It is shown that if capacity variation is ignored, the effect of AV lane deployment can be misleading. Since there will be a long transition period during which both AVs and HDVs will coexist in the network, this model can help the network managers to optimally reallocate the valuable road space and better understand the effects of AV lane deployment at the planning horizon as well as during the transition period. Employing this model as a planning tool presents how the proposed AV lane deployment plan could consider the AV market penetration growth during the transition period. Numerical analysis based on the Sioux Falls network is presented in two cases with and without variable capacity to illustrate the application of this model. At the 60% penetration rate of AVs, the improvement in total travel time was 3.85% with a fix capacity while this improvement was 9.88% with a variable capacity.
url http://dx.doi.org/10.1155/2020/5782072
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AT mahmoudmesbah optimumlocationofautonomousvehiclelanesamodelconsideringcapacityvariation
AT meeghathabibian optimumlocationofautonomousvehiclelanesamodelconsideringcapacityvariation
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