Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads

The operating speed profile models adopt acceleration and deceleration as constant values obtained from kinematic models, assuming that the operating speeds between two consecutive sections are not spatially correlated. Existent research shows that acceleration and deceleration in horizontal reverse...

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Main Authors: Tomás Echaveguren, Cristian Henríquez, Gustavo Jiménez-Ramos
Format: Article
Language:English
Published: RTU Press 2020-03-01
Series:The Baltic Journal of Road and Bridge Engineering
Subjects:
Online Access:https://bjrbe-journals.rtu.lv/article/view/3478
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author Tomás Echaveguren
Cristian Henríquez
Gustavo Jiménez-Ramos
author_facet Tomás Echaveguren
Cristian Henríquez
Gustavo Jiménez-Ramos
author_sort Tomás Echaveguren
collection DOAJ
description The operating speed profile models adopt acceleration and deceleration as constant values obtained from kinematic models, assuming that the operating speeds between two consecutive sections are not spatially correlated. Existent research shows that acceleration and deceleration in horizontal reverse curves (HRC) depend on the tangent length and curve radii. In this paper, accelerations/decelerations-geometry models for light cars are proposed. The models are based on the data obtained in-field with a 10 Hz GPS under favourable traffic, weather, and pavement condition to isolate the effect of road geometry over the speed changes. The models were calibrated using the 95th percentile of acceleration probability density function (pdf) obtained section to section in the HRC. It was found that the acceleration and deceleration pdf follow the Burr distribution. Therefore, a Box–Cox transformation is needed to properly calibrate acceleration-geometry models. The models obtained confirmed that accelerations and decelerations depend on the radius of entrance and departure curves of the HRC. The results contribute to better understanding of the acceleration/deceleration patterns of light cars and to enhancing operating speed models in the HRC.
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spelling doaj.art-25eef17dd40a41958a859f14362038cb2022-12-21T19:17:24ZengRTU PressThe Baltic Journal of Road and Bridge Engineering1822-427X1822-42882020-03-0115110312510.7250/bjrbe.2020-15.4631914Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural RoadsTomás Echaveguren0Cristian Henríquez1Gustavo Jiménez-Ramos2Civil Engineering Department, Engineering Faculty, Universidad de Concepción, Concepción, ChileCivil Engineering Department, Engineering Faculty, Universidad de Concepción, Concepción, ChileCivil Engineering Department, Engineering Faculty, Universidad de Concepción, Concepción, ChileThe operating speed profile models adopt acceleration and deceleration as constant values obtained from kinematic models, assuming that the operating speeds between two consecutive sections are not spatially correlated. Existent research shows that acceleration and deceleration in horizontal reverse curves (HRC) depend on the tangent length and curve radii. In this paper, accelerations/decelerations-geometry models for light cars are proposed. The models are based on the data obtained in-field with a 10 Hz GPS under favourable traffic, weather, and pavement condition to isolate the effect of road geometry over the speed changes. The models were calibrated using the 95th percentile of acceleration probability density function (pdf) obtained section to section in the HRC. It was found that the acceleration and deceleration pdf follow the Burr distribution. Therefore, a Box–Cox transformation is needed to properly calibrate acceleration-geometry models. The models obtained confirmed that accelerations and decelerations depend on the radius of entrance and departure curves of the HRC. The results contribute to better understanding of the acceleration/deceleration patterns of light cars and to enhancing operating speed models in the HRC.https://bjrbe-journals.rtu.lv/article/view/3478acceleration/deceleration ratehorizontal reverse curveslight carslongitudinal acceleration-geometry modelstwo-lane rural highways
spellingShingle Tomás Echaveguren
Cristian Henríquez
Gustavo Jiménez-Ramos
Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
The Baltic Journal of Road and Bridge Engineering
acceleration/deceleration rate
horizontal reverse curves
light cars
longitudinal acceleration-geometry models
two-lane rural highways
title Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
title_full Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
title_fullStr Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
title_full_unstemmed Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
title_short Longitudinal Acceleration Models for Horizontal Reverse Curves of Two-Lane Rural Roads
title_sort longitudinal acceleration models for horizontal reverse curves of two lane rural roads
topic acceleration/deceleration rate
horizontal reverse curves
light cars
longitudinal acceleration-geometry models
two-lane rural highways
url https://bjrbe-journals.rtu.lv/article/view/3478
work_keys_str_mv AT tomasechaveguren longitudinalaccelerationmodelsforhorizontalreversecurvesoftwolaneruralroads
AT cristianhenriquez longitudinalaccelerationmodelsforhorizontalreversecurvesoftwolaneruralroads
AT gustavojimenezramos longitudinalaccelerationmodelsforhorizontalreversecurvesoftwolaneruralroads