Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus

Detalhes bibliográficos
Autor(a) principal: Maia, Maysa da Silva
Data de Publicação: 2022
Tipo de documento: Trabalho de conclusão de curso
Idioma: por
Título da fonte: Repositório Institucional da UFAM
Texto Completo: http://riu.ufam.edu.br/handle/prefix/6195
Resumo: Avenida General Rodrigo Otávio is considered an important access route to the ports of the significant South Zone of Manaus (AM), which handles a large number of containers, and to the main reasons for transporting cargo along its length. This road, in urban sections, has a general traffic and the circulation of these general vehicles interferes with mobility, given that its intense characteristics, of total combined flow, as well as the mechanical flow of locomotion, combined with aspects of locomotion infrastructure available, has contributed to the increase in traffic delays. For any intervention in the road network, with a view to improving fluidity, it is necessary to standardize the volume of traffic, with the adoption of equivalence factors, which are more representative of the local reality. This factor converts the type of cargo vehicle or similar to a value corresponding to that of a passenger car. It is important to emphasize the use of imp factors, it can lead to the perception that services and service projects, duly identified via sub or superdimension of transport facilities, jeopardize the service. Therefore, this work aims to calculate the equivalence factors through methods based on the technical-scientific literature, for a stretch of the aforementioned avenue, which has a traffic light intersection. A categorized volumetric count of the traffic between the two operated vehicles were not considered as selected equivalence areas, being considered as operations for operational operations, such as the maneuver times observed between the two selected vehicles, the passage of freight and passenger vehicles, at the intersection under study. Next, the equivalence factors for the calculation means of transport of loads were compared with the values of analysis of application of the American manual (Highway Manual - HCM), the capacity of adoption in Brazil for the use. In addition, they were compared with the factors presented in the DNIT Traffic Studies Manual (2006) and with the mechanisms adopted by the municipal management body of Manaus (AM), in traffic carried out in 213, by the extinct MANAUSTRANS, current IMMU. The calculated factors were also used to perform a simulation and sensitivity analysis regarding the variation of the adjustment factor for heavy vehicles in the saturation flow, proposed by the HCM (TRB, 2010) for the design of traffic lights. As main results, the following stand out: (a) the divergences between the traffic flows standardized with the equivalence factors for recommended freight vehicles DNIT and IMMU, being 2 and 4, respectively; (b) a table with the equivalence factors calculated by the methods selected in the technical-scientific literature, considering the typology of freight vehicles, with variations between 3.2 and 18.6; and, (c) the different values calculated for the adjustment factor in the saturation flow (HCM methodology), considering the equivalence factors adopted by DNIT, IMMU and by the methods proposed in this study. The work concludes by the need for further investigations regarding load equivalence factors, which are more consistent with the reality of Brazilian cities.
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spelling Análise dos fatores de equivalência para veículos de carga em um corredor urbano de ManausFator de equivalênciaVeículos pesados de cargaMobilidade urbanaENGENHARIASTransporte de cargaEngenharia de transportesAvenida General Rodrigo Otávio is considered an important access route to the ports of the significant South Zone of Manaus (AM), which handles a large number of containers, and to the main reasons for transporting cargo along its length. This road, in urban sections, has a general traffic and the circulation of these general vehicles interferes with mobility, given that its intense characteristics, of total combined flow, as well as the mechanical flow of locomotion, combined with aspects of locomotion infrastructure available, has contributed to the increase in traffic delays. For any intervention in the road network, with a view to improving fluidity, it is necessary to standardize the volume of traffic, with the adoption of equivalence factors, which are more representative of the local reality. This factor converts the type of cargo vehicle or similar to a value corresponding to that of a passenger car. It is important to emphasize the use of imp factors, it can lead to the perception that services and service projects, duly identified via sub or superdimension of transport facilities, jeopardize the service. Therefore, this work aims to calculate the equivalence factors through methods based on the technical-scientific literature, for a stretch of the aforementioned avenue, which has a traffic light intersection. A categorized volumetric count of the traffic between the two operated vehicles were not considered as selected equivalence areas, being considered as operations for operational operations, such as the maneuver times observed between the two selected vehicles, the passage of freight and passenger vehicles, at the intersection under study. Next, the equivalence factors for the calculation means of transport of loads were compared with the values of analysis of application of the American manual (Highway Manual - HCM), the capacity of adoption in Brazil for the use. In addition, they were compared with the factors presented in the DNIT Traffic Studies Manual (2006) and with the mechanisms adopted by the municipal management body of Manaus (AM), in traffic carried out in 213, by the extinct MANAUSTRANS, current IMMU. The calculated factors were also used to perform a simulation and sensitivity analysis regarding the variation of the adjustment factor for heavy vehicles in the saturation flow, proposed by the HCM (TRB, 2010) for the design of traffic lights. As main results, the following stand out: (a) the divergences between the traffic flows standardized with the equivalence factors for recommended freight vehicles DNIT and IMMU, being 2 and 4, respectively; (b) a table with the equivalence factors calculated by the methods selected in the technical-scientific literature, considering the typology of freight vehicles, with variations between 3.2 and 18.6; and, (c) the different values calculated for the adjustment factor in the saturation flow (HCM methodology), considering the equivalence factors adopted by DNIT, IMMU and by the methods proposed in this study. The work concludes by the need for further investigations regarding load equivalence factors, which are more consistent with the reality of Brazilian cities.A Avenida General Rodrigo Otávio é considerada uma importante rota de acesso aos principais portos da Zona Sul de Manaus (AM), que operam grande quantidade de contêineres, e por esse motivo recebe significativo fluxo de veículos pesados de carga ao longo de toda sua extensão. Essa via, em alguns trechos, apresenta um fluxo de tráfego geral intenso e, a circulação desses veículos pesados interferem na mobilidade urbana, haja vista que suas características dimensionais, de peso total combinado, bem como a própria mecânica da locomoção, aliados aos aspectos da infraestrutura viária disponível, tem contribuído para o aumento da lentidão no trânsito. Para qualquer intervenção na malha viária, com vistas à melhorar a fluidez, é necessário uniformizar o volume de tráfego, com a adoção de fatores de equivalência, que sejam mais representativos da realidade local. Esse fator realiza a conversão do tipo de veículo de carga ou semelhante, para um valor correspondente ao de um carro de passeio. Importante frisar que o uso de fatores impróprios, pode levar à inadequadas análises e projetos de tráfego, causando sub ou superdimensionamento de facilidades de transportes, comprometendo capacidade de serviço da via. Portanto, este trabalho tem como objetivo calcular fatores de equivalência através dos métodos embasados em literatura técnico científica, para um trecho da avenida supracitada, que apresenta uma interseção semaforizada. Uma contagem volumétrica categorizada do tráfego foi realizada no trecho analisado, com vistas à padronização através dos fatores de equivalência calculados Dois métodos foram selecionados para esse cálculo, sendo consideradas como variáveis, as velocidades operacionais, as áreas dos veículos e os tempos de manobras observados para a passagem dos veículos de carga e de passeio, na interseção em estudo. A seguir, os fatores de equivalência para veículos pesados de carga calculados, foram comparados com os valores adotados pelo manual americano (Highway Capacity Manual - HCM), adotado no Brasil para análise de capacidade viária. Também, foram comparados com os fatores apresentados no Manual de Estudos de Tráfego do DNIT (2006) e com os fatores adotados pelo órgão gestor municipal de Manaus (AM), em estudos de tráfego realizados em 2013, pelo extinto MANAUSTRANS, atual IMMU. Os fatores calculados, também, foram utilizados para fazer uma simulação e análise de sensibilidade quanto à variação do fator de ajuste para veículos pesados no fluxo de saturação, proposto pelo HCM (TRB, 2010) para o dimensionamento de semáforos. Como principais resultados destacam-se: (a) as divergências entre os fluxos de tráfego uniformizados com os fatores de equivalência para veículos de carga recomendados DNIT e IMMU, sendo 2 e 4, respectivamente; (b) uma tabela com os fatores de equivalência calculados pelos métodos selecionados na literatura técnico científica, considerando a tipologia de veículos de carga, com variações entre 3,2 a 18,6; e, (c) os diferentes valores calculados para o fator de ajuste no fluxo de saturação (metodologia HCM), considerando os fatores de equivalência adotados pelo DNIT, IMMU e pelos métodos propostos neste estudo. O trabalho conclui pela necessidade de maiores investigações a respeito de fatores de equivalência de carga, que sejam mais condizentes com a realidade das cidades brasileiras.1NãoBrasilFT - Faculdade de TecnologiaManaus (AM)Engenharia Civil - Bacharelado - ManausPinheiro, Ana Maria Guerra Seráficohttp://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4798576E9&tokenCaptchar=03AGdBq25AF8Gil9xKFvXRer2C5oFVaSXPFd1KM9tMpOLKYuBJXL7mJLD5BCgKdi-tIa2D-NRi84m0phVNQ6hXLeCUNcv35voiPYL87Bl7y-duAuBotLgtRred6BjFl3KnW_DndlzfQ4M_T4BPZflMmU0MBtMu1pUlIhiYLHwIDl9d4rCXHxYsQM_UJM3mVTssVw-x2MCKobjg7G_Nyxuj6SEQF8W83yeLDnX94X5YYz0Ge3i644CQ9ohwpEll0XkhXTteimT5ql-t6SldgONnOnB3u9-yjegKDWiDTEU-eZ0yVgO6RKm9ZzOG_wYqsaWx4GQKKt0krlfRRa-w_nOGV9f9SS3FqIrpg5n1j0muC_YbWl4ynaD95W-E8xn1p8ReFc-PkZZjSYxfxD6gZl1HomFpSdTPR1fNN4i5efTAL5-BzEDk9dgmOeSs9yqvEmZ-c3KIkOOf1EgRU0ElK_DTP5O5nFT9kyBHIiFemokGmy0CpvGazPXXp9Hnb7mpuOh13DHfEwjjwkqYpBNRnluXjMrplHR_4EzdYgGuimarães, Daniela Muniz D’AntonaCosta, Ivo AlmeidaMaia, Maysa da Silva2022-05-10T02:22:22Z2022-05-062022-05-10T02:22:22Z2022-05-02info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/bachelorThesishttp://riu.ufam.edu.br/handle/prefix/6195porAn error occurred getting the license - uri.info:eu-repo/semantics/openAccessreponame:Repositório Institucional da UFAMinstname:Universidade Federal do Amazonas (UFAM)instacron:UFAM2022-05-10T02:24:13Zoai:localhost:prefix/6195Repositório InstitucionalPUBhttp://riu.ufam.edu.br/oai/requestopendoar:2022-05-10T02:24:13Repositório Institucional da UFAM - Universidade Federal do Amazonas (UFAM)false
dc.title.none.fl_str_mv Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
title Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
spellingShingle Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
Maia, Maysa da Silva
Fator de equivalência
Veículos pesados de carga
Mobilidade urbana
ENGENHARIAS
Transporte de carga
Engenharia de transportes
title_short Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
title_full Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
title_fullStr Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
title_full_unstemmed Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
title_sort Análise dos fatores de equivalência para veículos de carga em um corredor urbano de Manaus
author Maia, Maysa da Silva
author_facet Maia, Maysa da Silva
author_role author
dc.contributor.none.fl_str_mv Pinheiro, Ana Maria Guerra Seráfico
http://buscatextual.cnpq.br/buscatextual/visualizacv.do?id=K4798576E9&tokenCaptchar=03AGdBq25AF8Gil9xKFvXRer2C5oFVaSXPFd1KM9tMpOLKYuBJXL7mJLD5BCgKdi-tIa2D-NRi84m0phVNQ6hXLeCUNcv35voiPYL87Bl7y-duAuBotLgtRred6BjFl3KnW_DndlzfQ4M_T4BPZflMmU0MBtMu1pUlIhiYLHwIDl9d4rCXHxYsQM_UJM3mVTssVw-x2MCKobjg7G_Nyxuj6SEQF8W83yeLDnX94X5YYz0Ge3i644CQ9ohwpEll0XkhXTteimT5ql-t6SldgONnOnB3u9-yjegKDWiDTEU-eZ0yVgO6RKm9ZzOG_wYqsaWx4GQKKt0krlfRRa-w_nOGV9f9SS3FqIrpg5n1j0muC_YbWl4ynaD95W-E8xn1p8ReFc-PkZZjSYxfxD6gZl1HomFpSdTPR1fNN4i5efTAL5-BzEDk9dgmOeSs9yqvEmZ-c3KIkOOf1EgRU0ElK_DTP5O5nFT9kyBHIiFemokGmy0CpvGazPXXp9Hnb7mpuOh13DHfEwjjwkqYpBNRnluXjMrplHR_4EzdYg
Guimarães, Daniela Muniz D’Antona
Costa, Ivo Almeida
dc.contributor.author.fl_str_mv Maia, Maysa da Silva
dc.subject.por.fl_str_mv Fator de equivalência
Veículos pesados de carga
Mobilidade urbana
ENGENHARIAS
Transporte de carga
Engenharia de transportes
topic Fator de equivalência
Veículos pesados de carga
Mobilidade urbana
ENGENHARIAS
Transporte de carga
Engenharia de transportes
description Avenida General Rodrigo Otávio is considered an important access route to the ports of the significant South Zone of Manaus (AM), which handles a large number of containers, and to the main reasons for transporting cargo along its length. This road, in urban sections, has a general traffic and the circulation of these general vehicles interferes with mobility, given that its intense characteristics, of total combined flow, as well as the mechanical flow of locomotion, combined with aspects of locomotion infrastructure available, has contributed to the increase in traffic delays. For any intervention in the road network, with a view to improving fluidity, it is necessary to standardize the volume of traffic, with the adoption of equivalence factors, which are more representative of the local reality. This factor converts the type of cargo vehicle or similar to a value corresponding to that of a passenger car. It is important to emphasize the use of imp factors, it can lead to the perception that services and service projects, duly identified via sub or superdimension of transport facilities, jeopardize the service. Therefore, this work aims to calculate the equivalence factors through methods based on the technical-scientific literature, for a stretch of the aforementioned avenue, which has a traffic light intersection. A categorized volumetric count of the traffic between the two operated vehicles were not considered as selected equivalence areas, being considered as operations for operational operations, such as the maneuver times observed between the two selected vehicles, the passage of freight and passenger vehicles, at the intersection under study. Next, the equivalence factors for the calculation means of transport of loads were compared with the values of analysis of application of the American manual (Highway Manual - HCM), the capacity of adoption in Brazil for the use. In addition, they were compared with the factors presented in the DNIT Traffic Studies Manual (2006) and with the mechanisms adopted by the municipal management body of Manaus (AM), in traffic carried out in 213, by the extinct MANAUSTRANS, current IMMU. The calculated factors were also used to perform a simulation and sensitivity analysis regarding the variation of the adjustment factor for heavy vehicles in the saturation flow, proposed by the HCM (TRB, 2010) for the design of traffic lights. As main results, the following stand out: (a) the divergences between the traffic flows standardized with the equivalence factors for recommended freight vehicles DNIT and IMMU, being 2 and 4, respectively; (b) a table with the equivalence factors calculated by the methods selected in the technical-scientific literature, considering the typology of freight vehicles, with variations between 3.2 and 18.6; and, (c) the different values calculated for the adjustment factor in the saturation flow (HCM methodology), considering the equivalence factors adopted by DNIT, IMMU and by the methods proposed in this study. The work concludes by the need for further investigations regarding load equivalence factors, which are more consistent with the reality of Brazilian cities.
publishDate 2022
dc.date.none.fl_str_mv 2022-05-10T02:22:22Z
2022-05-06
2022-05-10T02:22:22Z
2022-05-02
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dc.publisher.none.fl_str_mv Brasil
FT - Faculdade de Tecnologia
Manaus (AM)
Engenharia Civil - Bacharelado - Manaus
publisher.none.fl_str_mv Brasil
FT - Faculdade de Tecnologia
Manaus (AM)
Engenharia Civil - Bacharelado - Manaus
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