A method for estimating pedestrian critical gap using microsimulation

Estimating critical gap is crucial for modelling pedestrian level of service at crossings. Critical gap modelling becomes more challenging in signalized crossings because the proportion of pedestrians seeking gaps during red is usually unknown. Besides, the willingness – or lack of it – to cross du...

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Main Authors: Talyson Pereira Pereira Bandeira, Lisel Expósito Martín, Manoel Mendonça de Castro Neto
Format: Article
Language:English
Published: Associação Nacional de Pesquisa e Ensino em Transportes (ANPET) 2021-05-01
Series:Transportes
Subjects:
Online Access:https://www.revistatransportes.org.br/anpet/article/view/2240
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spelling doaj-76ca2a5b201a4daa9237d861005858a02021-05-13T20:05:17ZengAssociação Nacional de Pesquisa e Ensino em Transportes (ANPET)Transportes2237-13462021-05-0129110.14295/transportes.v29i1.2240A method for estimating pedestrian critical gap using microsimulationTalyson Pereira Pereira Bandeira0Lisel Expósito Martín1Manoel Mendonça de Castro Neto2Universidade Federal do Ceará, Ceará – BrasilUniversidade Federal do Ceará, Ceará – BrasilUniversidade Federal do Ceará, Ceará – Brasil Estimating critical gap is crucial for modelling pedestrian level of service at crossings. Critical gap modelling becomes more challenging in signalized crossings because the proportion of pedestrians seeking gaps during red is usually unknown. Besides, the willingness – or lack of it – to cross during red signal indication varies by pedestrian and local characteristics, which makes gap acceptance modelling even more challenging. The main objective of this study is to propose a method for estimating pedestrian critical gap at signalized crossings using Vissim. The method considers that all pedestrians seek for gaps on red, and the critical gap parameter is calibrated for each pedestrian type having delay as calibration target. The results showed MAPE values of 2% and 9% for the two studied crossings. This method was compared to three existing methods of critical gap estimation. The results showed that the proposed method yielded the best estimations of delay, followed by the HCM’s. https://www.revistatransportes.org.br/anpet/article/view/2240Pedestrian delaySignalized crossingsPedestrian gap acceptanceViswalk
collection DOAJ
language English
format Article
sources DOAJ
author Talyson Pereira Pereira Bandeira
Lisel Expósito Martín
Manoel Mendonça de Castro Neto
spellingShingle Talyson Pereira Pereira Bandeira
Lisel Expósito Martín
Manoel Mendonça de Castro Neto
A method for estimating pedestrian critical gap using microsimulation
Transportes
Pedestrian delay
Signalized crossings
Pedestrian gap acceptance
Viswalk
author_facet Talyson Pereira Pereira Bandeira
Lisel Expósito Martín
Manoel Mendonça de Castro Neto
author_sort Talyson Pereira Pereira Bandeira
title A method for estimating pedestrian critical gap using microsimulation
title_short A method for estimating pedestrian critical gap using microsimulation
title_full A method for estimating pedestrian critical gap using microsimulation
title_fullStr A method for estimating pedestrian critical gap using microsimulation
title_full_unstemmed A method for estimating pedestrian critical gap using microsimulation
title_sort method for estimating pedestrian critical gap using microsimulation
publisher Associação Nacional de Pesquisa e Ensino em Transportes (ANPET)
series Transportes
issn 2237-1346
publishDate 2021-05-01
description Estimating critical gap is crucial for modelling pedestrian level of service at crossings. Critical gap modelling becomes more challenging in signalized crossings because the proportion of pedestrians seeking gaps during red is usually unknown. Besides, the willingness – or lack of it – to cross during red signal indication varies by pedestrian and local characteristics, which makes gap acceptance modelling even more challenging. The main objective of this study is to propose a method for estimating pedestrian critical gap at signalized crossings using Vissim. The method considers that all pedestrians seek for gaps on red, and the critical gap parameter is calibrated for each pedestrian type having delay as calibration target. The results showed MAPE values of 2% and 9% for the two studied crossings. This method was compared to three existing methods of critical gap estimation. The results showed that the proposed method yielded the best estimations of delay, followed by the HCM’s.
topic Pedestrian delay
Signalized crossings
Pedestrian gap acceptance
Viswalk
url https://www.revistatransportes.org.br/anpet/article/view/2240
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