Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil

Detalhes bibliográficos
Ano de defesa: 2021
Autor(a) principal: Juliângelo Kayo Sangi de Oliveira
Orientador(a): Não Informado pela instituição
Banca de defesa: Não Informado pela instituição
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal de Minas Gerais
Programa de Pós-Graduação: Não Informado pela instituição
Departamento: Não Informado pela instituição
País: Não Informado pela instituição
Palavras-chave em Português:
Link de acesso: https://hdl.handle.net/1843/41823
Resumo: The Highway Capacity Manual (HCM) is one of the main documents used to analyze the level of service and capacity of road components around the world. However, the application of its methodology without adjusting local traffic conditions, roads, and vehicles and drivers’ characteristics can result in discrepancies between performance measures calculated from the manual methodology and those observed in the field. In Brazil, several studies have shown that the HCM method underestimates the level of service if local particularities are not considered. The 6th edition of the manual will bring a new methodology for the analysis of two-lane highways. This new methodology is expected to be based on the Final Report for NCHRP Project 17-65 developed by the National Cooperative Highway Research Program. According to this report, the level of service of two-lane highways will be determined by analyzing the follower density (FD) measure. In this context, the objective of this work was to adjust the new HCM-6 method - whose preliminary description can be found in the NCHRP Project 17-65 Report - to the conditions of Brazilian two-lane highways without climbing lanes. Thus, based on field data collected in previous studies, a sensitivity analysis was performed to determine the most relevant calibration parameters of the Aimsun Next traffic simulator. Once the simulator is calibrated, simulation results were obtained for hypothetical segments to adjust traffic models to obtain FD, according to the structure proposed in NCHRP Project 17-65, so that they represent the data observed in the field. The results of FD showed that the HCM traffic models need adjustments to be applied to evaluate Brazilian two-lane highways without climbing lanes, in order to avoid underestimated levels of service concerning what is observed in the field.
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spelling 2022-05-19T16:22:34Z2025-09-09T01:11:43Z2022-05-19T16:22:34Z2021-08-30https://hdl.handle.net/1843/41823The Highway Capacity Manual (HCM) is one of the main documents used to analyze the level of service and capacity of road components around the world. However, the application of its methodology without adjusting local traffic conditions, roads, and vehicles and drivers’ characteristics can result in discrepancies between performance measures calculated from the manual methodology and those observed in the field. In Brazil, several studies have shown that the HCM method underestimates the level of service if local particularities are not considered. The 6th edition of the manual will bring a new methodology for the analysis of two-lane highways. This new methodology is expected to be based on the Final Report for NCHRP Project 17-65 developed by the National Cooperative Highway Research Program. According to this report, the level of service of two-lane highways will be determined by analyzing the follower density (FD) measure. In this context, the objective of this work was to adjust the new HCM-6 method - whose preliminary description can be found in the NCHRP Project 17-65 Report - to the conditions of Brazilian two-lane highways without climbing lanes. Thus, based on field data collected in previous studies, a sensitivity analysis was performed to determine the most relevant calibration parameters of the Aimsun Next traffic simulator. Once the simulator is calibrated, simulation results were obtained for hypothetical segments to adjust traffic models to obtain FD, according to the structure proposed in NCHRP Project 17-65, so that they represent the data observed in the field. The results of FD showed that the HCM traffic models need adjustments to be applied to evaluate Brazilian two-lane highways without climbing lanes, in order to avoid underestimated levels of service concerning what is observed in the field.CAPES - Coordenação de Aperfeiçoamento de Pessoal de Nível SuperiorporUniversidade Federal de Minas GeraisNível de serviçoRodovias de pista simplesSimulação de tráfegoTransportesEngenharia de tráfegoRodoviasRodovias - Manuais, Guias, etcAdaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasilinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesisJuliângelo Kayo Sangi de Oliveirainfo:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFMGinstname:Universidade Federal de Minas Gerais (UFMG)instacron:UFMGhttp://lattes.cnpq.br/2178901097590174José Elievam Bessa Júniorhttp://lattes.cnpq.br/7793465081027513Manoel Mendonça de Castro NetoFelipe CaleffiO Highway Capacity Manual (HCM) é um dos principais documentos utilizados para a análise do nível de serviço e da capacidade de componentes viários ao redor do mundo. Todavia, a aplicação de sua metodologia sem que sejam realizadas adaptações às condições locais de tráfego, das vias e das características dos veículos e dos motoristas pode resultar em discrepâncias entre as medidas de desempenho calculadas por meio do manual e as observadas em campo. No Brasil, diversos estudos têm mostrado que o método do HCM subestima o nível de serviço se não forem consideradas as particulares locais. A 6ª edição do manual trará uma nova metodologia para a análise de rodovias de pista simples. Espera-se que essa nova metodologia seja fortemente baseada no Final Report for NCHRP Project 17-65 desenvolvido pelo National Cooperative Highway Research Program. De acordo com esse relatório, o nível de serviço das rodovias de pista simples será determinado com base na densidade de veículos em pelotões (FD). Nesse contexto, este trabalho teve, como objetivo, adaptar o novo método do HCM-6 – cuja descrição preliminar encontra-se no relatório do NCHRP Project 17-65 – às condições das rodovias de pista simples brasileiras sem faixas adicionais. Para isso, com base em dados de campo coletados em estudos anteriores, foi realizada uma análise de sensibilidade a fim de se determinar os parâmetros de calibração mais relevantes do simulador de tráfego Aimsun Next. De posse do simulador devidamente calibrado, foram obtidos resultados de simulação para segmentos hipotéticos com o intuito de ajustar modelos de tráfego para obtenção da FD, de acordo com a estrutura proposta no NCHRP Project 17-65, de modo que representem os dados observados em campo. Os resultados de FD encontrados com o método proposto mostraram que os modelos de tráfego do HCM necessitam de adaptações para avaliar rodovias brasileiras, evitando a obtenção de níveis de serviço subestimados em relação ao que é observado em campo.BrasilENG - DEPARTAMENTO DE ENGENHARIA TRANSPORTES E GEOTECNIAPrograma de Pós-Graduação em Geotecnia e TransportesUFMGLICENSElicense.txttext/plain2118https://repositorio.ufmg.br//bitstreams/24809cf1-bd38-4fdf-987c-372f226bf799/downloadcda590c95a0b51b4d15f60c9642ca272MD51falseAnonymousREADORIGINALAdaptação do HCM para rodovias de pista simples no Brasil (2).pdfapplication/pdf3234200https://repositorio.ufmg.br//bitstreams/bd39e363-4dd8-45f6-9987-d471177519ff/download38a38448fca2332d796517a2a397624bMD52trueAnonymousREADTEXTAdaptação do HCM para rodovias de pista simples no Brasil (2).pdf.txtAdaptação do HCM para rodovias de pista simples no Brasil (2).pdf.txtExtracted texttext/plain103266https://repositorio.ufmg.br//bitstreams/e1d8993c-7df0-4bbe-9d45-605d5c494c95/download93d4cf3f739ceee42c9bb2db6cc86019MD53falseAnonymousREADTHUMBNAILAdaptação do HCM para rodovias de pista simples no Brasil (2).pdf.jpgAdaptação do HCM para rodovias de pista simples no Brasil (2).pdf.jpgGenerated Thumbnailimage/jpeg3153https://repositorio.ufmg.br//bitstreams/d8f437ee-4f5e-436f-aa58-ab50b76a801f/downloadc38e0e8e06e7f90ed19f639bfa20cc34MD54falseAnonymousREAD1843/418232025-09-09 15:21:44.891open.accessoai:repositorio.ufmg.br:1843/41823https://repositorio.ufmg.br/Repositório InstitucionalPUBhttps://repositorio.ufmg.br/oairepositorio@ufmg.bropendoar:2025-09-09T18:21:44Repositório Institucional da UFMG - Universidade Federal de Minas Gerais (UFMG)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
dc.title.none.fl_str_mv Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
title Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
spellingShingle Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
Juliângelo Kayo Sangi de Oliveira
Transportes
Engenharia de tráfego
Rodovias
Rodovias - Manuais, Guias, etc
Nível de serviço
Rodovias de pista simples
Simulação de tráfego
title_short Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
title_full Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
title_fullStr Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
title_full_unstemmed Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
title_sort Adaptação do HCM-6 para análise de rodovias de pista simples sem faixas adicionais no Brasil
author Juliângelo Kayo Sangi de Oliveira
author_facet Juliângelo Kayo Sangi de Oliveira
author_role author
dc.contributor.author.fl_str_mv Juliângelo Kayo Sangi de Oliveira
dc.subject.por.fl_str_mv Transportes
Engenharia de tráfego
Rodovias
Rodovias - Manuais, Guias, etc
topic Transportes
Engenharia de tráfego
Rodovias
Rodovias - Manuais, Guias, etc
Nível de serviço
Rodovias de pista simples
Simulação de tráfego
dc.subject.other.none.fl_str_mv Nível de serviço
Rodovias de pista simples
Simulação de tráfego
description The Highway Capacity Manual (HCM) is one of the main documents used to analyze the level of service and capacity of road components around the world. However, the application of its methodology without adjusting local traffic conditions, roads, and vehicles and drivers’ characteristics can result in discrepancies between performance measures calculated from the manual methodology and those observed in the field. In Brazil, several studies have shown that the HCM method underestimates the level of service if local particularities are not considered. The 6th edition of the manual will bring a new methodology for the analysis of two-lane highways. This new methodology is expected to be based on the Final Report for NCHRP Project 17-65 developed by the National Cooperative Highway Research Program. According to this report, the level of service of two-lane highways will be determined by analyzing the follower density (FD) measure. In this context, the objective of this work was to adjust the new HCM-6 method - whose preliminary description can be found in the NCHRP Project 17-65 Report - to the conditions of Brazilian two-lane highways without climbing lanes. Thus, based on field data collected in previous studies, a sensitivity analysis was performed to determine the most relevant calibration parameters of the Aimsun Next traffic simulator. Once the simulator is calibrated, simulation results were obtained for hypothetical segments to adjust traffic models to obtain FD, according to the structure proposed in NCHRP Project 17-65, so that they represent the data observed in the field. The results of FD showed that the HCM traffic models need adjustments to be applied to evaluate Brazilian two-lane highways without climbing lanes, in order to avoid underestimated levels of service concerning what is observed in the field.
publishDate 2021
dc.date.issued.fl_str_mv 2021-08-30
dc.date.accessioned.fl_str_mv 2022-05-19T16:22:34Z
2025-09-09T01:11:43Z
dc.date.available.fl_str_mv 2022-05-19T16:22:34Z
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dc.publisher.none.fl_str_mv Universidade Federal de Minas Gerais
publisher.none.fl_str_mv Universidade Federal de Minas Gerais
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