Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles
Autor(a) principal: | |
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Data de Publicação: | 2018 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | eng |
Título da fonte: | Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
Texto Completo: | http://hdl.handle.net/10316/107999 https://doi.org/10.7307/ptt.v30i2.2573 |
Resumo: | It is well known that road accidents tend to be more frequent in locations where a sudden change in road characteristics violates the driver's expectations. Most methods used to assess the design consistency are based on simplified speed profiles that give a coarse description of the vehicle dynamics along the road. This paper presents a new approach to quantify the road design consistency, based on continuous operating speed profiles. These profiles are based on the Gipps’ car-following equations, adapted to simulate the driver behaviour in the vicinity of horizontal curves under free-flow conditions. A methodology to calibrate and validate the Gipps’ behavioural parameters from field data is presented and applied to predict the speed profiles of three drivers for a set of rural road segments. The calibration is based on trajectory data collected with an instrumented vehicle and it follows an automated procedure that aims to minimize the differences between the predicted and observed speed profiles. The new consistency index is based on the deceleration distances and it allows to overcome some limitations of the existing methods. |
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Design Consistency Index for Two-lane Roads based on Continuous Speed ProfilesAvaliação da consistência do traçado de es-tradas interurbanas com base em perfis de velocidade contínuosdesign consistencyspeed profilesroad safetyoperating speedaccelerationdecelerationGippsconsistência de traçadoperfis de velocidadesegurança rodoviáriavelocidade operacionalaceleraçãodesaceleraçãoGippsIt is well known that road accidents tend to be more frequent in locations where a sudden change in road characteristics violates the driver's expectations. Most methods used to assess the design consistency are based on simplified speed profiles that give a coarse description of the vehicle dynamics along the road. This paper presents a new approach to quantify the road design consistency, based on continuous operating speed profiles. These profiles are based on the Gipps’ car-following equations, adapted to simulate the driver behaviour in the vicinity of horizontal curves under free-flow conditions. A methodology to calibrate and validate the Gipps’ behavioural parameters from field data is presented and applied to predict the speed profiles of three drivers for a set of rural road segments. The calibration is based on trajectory data collected with an instrumented vehicle and it follows an automated procedure that aims to minimize the differences between the predicted and observed speed profiles. The new consistency index is based on the deceleration distances and it allows to overcome some limitations of the existing methods.Verifica-se que os acidentes rodoviários tendem a ser mais frequentes em locais onde uma mudança abrupta nas características da estrada viola as expectativas naturais do condutor. A maioria dos métodos utilizados para avaliar a homogeneidade do traçado é baseada em perfis de velocidades simplistas que fornecem uma descrição rudimentar da dinâmica do veículo ao longo da estrada. Este artigo apresenta uma nova abordagem para avaliar a homogeneidade do traçado, com base em perfis de velocidades contínuos. Esses perfis baseiam-se no modelo de car-following de Gipps, adaptado para simular o comportamento do condutor na aproximação de curvas horizontais em regime livre de circulação. A metodologia usada para calibrar e validar os parâmetros comportamentais do modelo de Gipps a partir de dados de campo é apresentada e aplicada para avaliar os perfis de velocidades de três condutores em vários segmentos de uma estrada interurbana. A calibração tem por base as características geométricas obtidas com recurso a um veículo instrumentado e segue um procedimento automatizado que visa minimizar as diferenças entre os perfis de velocidades simulados e observados. O indicador de homogeneidade é baseado nas distâncias de desaceleração, permitindo ultrapassar algumas das limitações dos métodos existentes.Sveuciliste u Zagrebu2018info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlehttp://hdl.handle.net/10316/107999http://hdl.handle.net/10316/107999https://doi.org/10.7307/ptt.v30i2.2573eng1848-40690353-5320Bastos Silva, Ana Maria CésarVasconcelos, António Luís PimentelAlmeida, Raul Tomás deinfo:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-08-04T08:43:15Zoai:estudogeral.uc.pt:10316/107999Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T21:24:16.296231Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse |
dc.title.none.fl_str_mv |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles Avaliação da consistência do traçado de es-tradas interurbanas com base em perfis de velocidade contínuos |
title |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
spellingShingle |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles Bastos Silva, Ana Maria César design consistency speed profiles road safety operating speed acceleration deceleration Gipps consistência de traçado perfis de velocidade segurança rodoviária velocidade operacional aceleração desaceleração Gipps |
title_short |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
title_full |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
title_fullStr |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
title_full_unstemmed |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
title_sort |
Design Consistency Index for Two-lane Roads based on Continuous Speed Profiles |
author |
Bastos Silva, Ana Maria César |
author_facet |
Bastos Silva, Ana Maria César Vasconcelos, António Luís Pimentel Almeida, Raul Tomás de |
author_role |
author |
author2 |
Vasconcelos, António Luís Pimentel Almeida, Raul Tomás de |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Bastos Silva, Ana Maria César Vasconcelos, António Luís Pimentel Almeida, Raul Tomás de |
dc.subject.por.fl_str_mv |
design consistency speed profiles road safety operating speed acceleration deceleration Gipps consistência de traçado perfis de velocidade segurança rodoviária velocidade operacional aceleração desaceleração Gipps |
topic |
design consistency speed profiles road safety operating speed acceleration deceleration Gipps consistência de traçado perfis de velocidade segurança rodoviária velocidade operacional aceleração desaceleração Gipps |
description |
It is well known that road accidents tend to be more frequent in locations where a sudden change in road characteristics violates the driver's expectations. Most methods used to assess the design consistency are based on simplified speed profiles that give a coarse description of the vehicle dynamics along the road. This paper presents a new approach to quantify the road design consistency, based on continuous operating speed profiles. These profiles are based on the Gipps’ car-following equations, adapted to simulate the driver behaviour in the vicinity of horizontal curves under free-flow conditions. A methodology to calibrate and validate the Gipps’ behavioural parameters from field data is presented and applied to predict the speed profiles of three drivers for a set of rural road segments. The calibration is based on trajectory data collected with an instrumented vehicle and it follows an automated procedure that aims to minimize the differences between the predicted and observed speed profiles. The new consistency index is based on the deceleration distances and it allows to overcome some limitations of the existing methods. |
publishDate |
2018 |
dc.date.none.fl_str_mv |
2018 |
dc.type.status.fl_str_mv |
info:eu-repo/semantics/publishedVersion |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
http://hdl.handle.net/10316/107999 http://hdl.handle.net/10316/107999 https://doi.org/10.7307/ptt.v30i2.2573 |
url |
http://hdl.handle.net/10316/107999 https://doi.org/10.7307/ptt.v30i2.2573 |
dc.language.iso.fl_str_mv |
eng |
language |
eng |
dc.relation.none.fl_str_mv |
1848-4069 0353-5320 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.publisher.none.fl_str_mv |
Sveuciliste u Zagrebu |
publisher.none.fl_str_mv |
Sveuciliste u Zagrebu |
dc.source.none.fl_str_mv |
reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação instacron:RCAAP |
instname_str |
Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
instacron_str |
RCAAP |
institution |
RCAAP |
reponame_str |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
collection |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) |
repository.name.fl_str_mv |
Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação |
repository.mail.fl_str_mv |
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1799134127927066624 |