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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2020-01-01
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Series: | Mathematical Problems in Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/5782072 |
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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 |
work_keys_str_mv |
AT saramovaghar optimumlocationofautonomousvehiclelanesamodelconsideringcapacityvariation AT mahmoudmesbah optimumlocationofautonomousvehiclelanesamodelconsideringcapacityvariation AT meeghathabibian optimumlocationofautonomousvehiclelanesamodelconsideringcapacityvariation |
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1715497795811540992 |