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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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 |
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