Modelling Travel Time After Incidents on Freeway Segments in China

The reduction in incident-induced delays on freeways is a main objective of transportation management. The use of travel time estimation model for freeway segments is an important method for estimating delays resulting from incidents on freeways. In this study, freeways with temporary partial lane c...

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Main Authors: Han Ru, Jinliang Xu, Zhihao Duan, Xingliang Liu, Chao Gao
Format: Article
Language:English
Published: IEEE 2019-01-01
Series:IEEE Access
Subjects:
Online Access:https://ieeexplore.ieee.org/document/8892487/
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spelling doaj-472f86cc9ac442e9b96484acb866b6d22021-03-30T00:37:11ZengIEEEIEEE Access2169-35362019-01-01716246516247510.1109/ACCESS.2019.29517928892487Modelling Travel Time After Incidents on Freeway Segments in ChinaHan Ru0https://orcid.org/0000-0003-0426-4778Jinliang Xu1Zhihao Duan2Xingliang Liu3Chao Gao4College of Highway Engineering, Chang’an University, Xi’an, ChinaCollege of Highway Engineering, Chang’an University, Xi’an, ChinaCollege of Highway Engineering, Chang’an University, Xi’an, ChinaCollege of Highway Engineering, Chang’an University, Xi’an, ChinaCollege of Highway Engineering, Chang’an University, Xi’an, ChinaThe reduction in incident-induced delays on freeways is a main objective of transportation management. The use of travel time estimation model for freeway segments is an important method for estimating delays resulting from incidents on freeways. In this study, freeways with temporary partial lane closures were considered to simulate traffic accidents occupying lanes. Travel time, traffic volumes, and speeds under various traffic conditions on a few typical Chinese freeway segments under regular and simulated accident conditions were investigated through field experiments. The collected traffic data collected were used to establish travel time models based on the Bureau of Public Roads (BPR) function for basic freeway segments under both regular and accident conditions, and to obtain the model parameters. The results demonstrate that the calibrated BPR models established in this study fit the data well. In addition, this study proposes an application method for the established travel time models by which variations in travel time can be estimated rapidly and easily. The results of this study can be used to reduce travel time for road users and contribute to decision making of transportation management systems to improve traffic efficiency after incidents.https://ieeexplore.ieee.org/document/8892487/Traffic engineeringincidentstravel timeBPR functionsfreeway segmentsv/C ratio
collection DOAJ
language English
format Article
sources DOAJ
author Han Ru
Jinliang Xu
Zhihao Duan
Xingliang Liu
Chao Gao
spellingShingle Han Ru
Jinliang Xu
Zhihao Duan
Xingliang Liu
Chao Gao
Modelling Travel Time After Incidents on Freeway Segments in China
IEEE Access
Traffic engineering
incidents
travel time
BPR functions
freeway segments
v/C ratio
author_facet Han Ru
Jinliang Xu
Zhihao Duan
Xingliang Liu
Chao Gao
author_sort Han Ru
title Modelling Travel Time After Incidents on Freeway Segments in China
title_short Modelling Travel Time After Incidents on Freeway Segments in China
title_full Modelling Travel Time After Incidents on Freeway Segments in China
title_fullStr Modelling Travel Time After Incidents on Freeway Segments in China
title_full_unstemmed Modelling Travel Time After Incidents on Freeway Segments in China
title_sort modelling travel time after incidents on freeway segments in china
publisher IEEE
series IEEE Access
issn 2169-3536
publishDate 2019-01-01
description The reduction in incident-induced delays on freeways is a main objective of transportation management. The use of travel time estimation model for freeway segments is an important method for estimating delays resulting from incidents on freeways. In this study, freeways with temporary partial lane closures were considered to simulate traffic accidents occupying lanes. Travel time, traffic volumes, and speeds under various traffic conditions on a few typical Chinese freeway segments under regular and simulated accident conditions were investigated through field experiments. The collected traffic data collected were used to establish travel time models based on the Bureau of Public Roads (BPR) function for basic freeway segments under both regular and accident conditions, and to obtain the model parameters. The results demonstrate that the calibrated BPR models established in this study fit the data well. In addition, this study proposes an application method for the established travel time models by which variations in travel time can be estimated rapidly and easily. The results of this study can be used to reduce travel time for road users and contribute to decision making of transportation management systems to improve traffic efficiency after incidents.
topic Traffic engineering
incidents
travel time
BPR functions
freeway segments
v/C ratio
url https://ieeexplore.ieee.org/document/8892487/
work_keys_str_mv AT hanru modellingtraveltimeafterincidentsonfreewaysegmentsinchina
AT jinliangxu modellingtraveltimeafterincidentsonfreewaysegmentsinchina
AT zhihaoduan modellingtraveltimeafterincidentsonfreewaysegmentsinchina
AT xingliangliu modellingtraveltimeafterincidentsonfreewaysegmentsinchina
AT chaogao modellingtraveltimeafterincidentsonfreewaysegmentsinchina
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