Optimal Multimodal Travelway Design for an Urban Street Network

This study introduces a bi-level model for optimal travelway design of an urban street network by successively executing a lower-level model for traffic assignments and an upper-level model for network travel time minimization. A computational experiment is conducted for optimal travelway design of...

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Main Authors: Yan Huang, Zongzhi Li
Format: Article
Language:English
Published: IEEE 2020-01-01
Series:IEEE Access
Subjects:
Online Access:https://ieeexplore.ieee.org/document/9220879/
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spelling doaj-b850f741984a4f6b940cf533fc872e572021-03-30T04:42:58ZengIEEEIEEE Access2169-35362020-01-01818770018771210.1109/ACCESS.2020.30302349220879Optimal Multimodal Travelway Design for an Urban Street NetworkYan Huang0https://orcid.org/0000-0001-5237-8978Zongzhi Li1https://orcid.org/0000-0002-6500-7460College of Transportation Engineering, Chang’an University, Xi’an, ChinaDepartment of Civil, Architectural and Environmental Engineering, Illinois Institute of Technology, Chicago, IL, USAThis study introduces a bi-level model for optimal travelway design of an urban street network by successively executing a lower-level model for traffic assignments and an upper-level model for network travel time minimization. A computational experiment is conducted for optimal travelway design of a 4-square-km urban street network containing 25 signalized intersections, 80 street segments, and 5 bus routes that accommodates 62,640, 43,200, and 33,120 person-trips per hour in AM/PM peak, adjacent-to-peak, and off-peak periods, respectively. Model execution results indicate that adopting a higher number of narrow lanes for auto use only and auto/bus shared use could potentially lead to increases in auto mode share and savings of network total travel time. More narrow lanes for auto use could raise auto speeds, but the auto/bus shared use of narrow travel lanes could slightly fluctuate bus speeds. Further converting narrow lanes for shared use by autos and buses to exclusive bus lanes (EBLs) could enlarge bus mode share, reduce network total travel time, slightly elevate auto speeds, and drastically increase bus speeds. The proposed model could be augmented to incorporate optimization of networkwide intersection signal timing plans, bus signal priorities, and bus dispatching frequencies into optimal travelway design.https://ieeexplore.ieee.org/document/9220879/Multimodaloptimizationstreet networktravelwayurban area
collection DOAJ
language English
format Article
sources DOAJ
author Yan Huang
Zongzhi Li
spellingShingle Yan Huang
Zongzhi Li
Optimal Multimodal Travelway Design for an Urban Street Network
IEEE Access
Multimodal
optimization
street network
travelway
urban area
author_facet Yan Huang
Zongzhi Li
author_sort Yan Huang
title Optimal Multimodal Travelway Design for an Urban Street Network
title_short Optimal Multimodal Travelway Design for an Urban Street Network
title_full Optimal Multimodal Travelway Design for an Urban Street Network
title_fullStr Optimal Multimodal Travelway Design for an Urban Street Network
title_full_unstemmed Optimal Multimodal Travelway Design for an Urban Street Network
title_sort optimal multimodal travelway design for an urban street network
publisher IEEE
series IEEE Access
issn 2169-3536
publishDate 2020-01-01
description This study introduces a bi-level model for optimal travelway design of an urban street network by successively executing a lower-level model for traffic assignments and an upper-level model for network travel time minimization. A computational experiment is conducted for optimal travelway design of a 4-square-km urban street network containing 25 signalized intersections, 80 street segments, and 5 bus routes that accommodates 62,640, 43,200, and 33,120 person-trips per hour in AM/PM peak, adjacent-to-peak, and off-peak periods, respectively. Model execution results indicate that adopting a higher number of narrow lanes for auto use only and auto/bus shared use could potentially lead to increases in auto mode share and savings of network total travel time. More narrow lanes for auto use could raise auto speeds, but the auto/bus shared use of narrow travel lanes could slightly fluctuate bus speeds. Further converting narrow lanes for shared use by autos and buses to exclusive bus lanes (EBLs) could enlarge bus mode share, reduce network total travel time, slightly elevate auto speeds, and drastically increase bus speeds. The proposed model could be augmented to incorporate optimization of networkwide intersection signal timing plans, bus signal priorities, and bus dispatching frequencies into optimal travelway design.
topic Multimodal
optimization
street network
travelway
urban area
url https://ieeexplore.ieee.org/document/9220879/
work_keys_str_mv AT yanhuang optimalmultimodaltravelwaydesignforanurbanstreetnetwork
AT zongzhili optimalmultimodaltravelwaydesignforanurbanstreetnetwork
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