Modelo geolocalizado para conservação de estradas não pavimentadas

Detalhes bibliográficos
Autor(a) principal: Moreira, Alisson Neves Harmyans
Data de Publicação: 2018
Tipo de documento: Tese
Idioma: por
Título da fonte: Repositório Institucional da UFG
dARK ID: ark:/38995/0013000009fk5
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tede/8406
Resumo: Unpaved roads are important access routes to urban centers, serving to facilitate the traffic of vehicles for socioeconomic purposes. In order to ensure the flow of goods produced and the transport of people, it is necessary that this road network has adaptations in order to prevent them from becoming channels and, consequently, erosion processes. In this sense, it is necessary to elaborate planning practices for the conservation of these roads. By means of field surveys and geomorphological databases, this study aimed to recommend and quantify the drainage devices for the sub-basin of the Olaria stream with the aid of a Geographic Information System (GIS), as well as to compare these with recommended devices from the Estradas model. The drainage devices used in the study were energy drains in the drainage channel and energy dissipaters in ditches. The recommendation of the drainage devices through the GIS were from geomorphometric and soil matrix databases. These data support the modeling, together with the geometric elements of the roads and the physical-water data of the soils of the beds and adjacencies. It was used data of reliefs from the image of the Topodata project, with accuracy and vertical precision of 5,529 m and 2,217 m, respectively. These results met the Class A Cartographic Accuracy Standard (PEC) for the representation of altimetric data in the 1:50.000 scale. Regarding the morphometric data of the segments, 90% of the slopes were compatible between the reference values of the GPS Geodesic receiver and the tested values of Topodata, thus obtaining the same recommendations for spines with water outlets. For the 50.1 km of unpaved roads in the subbasin of the Olaria stream, the GIS showed that only 12.1% of the segments did not require springs with water exits. It was recommended 953 water bars with outlets and 83 energy dissipaters in ditches. It was noted that the incompatibilities in the recommendations are related to the variables involved. Therefore, the geometric tracing and the excessive recommendations of these drainage devices by the GIS show that criteria such as relief and the soils were ignored in the implantation of the unpaved roads.
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spelling Griebeler, Nori Paulohttp://lattes.cnpq.br/2953067359172793Griebeler, Nori PauloCorrechel, VladiaCalil, Francine NevesSantos, Alex Mota dosRabelo, Max Well de Oliveirahttp://lattes.cnpq.br/4969432418926436Moreira, Alisson Neves Harmyans2018-04-30T14:03:19Z2018-04-12MOREIRA, A. N. H. Modelo geolocalizado para conservação de estradas não pavimentadas. 2018. 93 f. Tese (Doutorado em Agronomia) - Universidade Federal de Goiás, Goiânia, 2018.http://repositorio.bc.ufg.br/tede/handle/tede/8406ark:/38995/0013000009fk5Unpaved roads are important access routes to urban centers, serving to facilitate the traffic of vehicles for socioeconomic purposes. In order to ensure the flow of goods produced and the transport of people, it is necessary that this road network has adaptations in order to prevent them from becoming channels and, consequently, erosion processes. In this sense, it is necessary to elaborate planning practices for the conservation of these roads. By means of field surveys and geomorphological databases, this study aimed to recommend and quantify the drainage devices for the sub-basin of the Olaria stream with the aid of a Geographic Information System (GIS), as well as to compare these with recommended devices from the Estradas model. The drainage devices used in the study were energy drains in the drainage channel and energy dissipaters in ditches. The recommendation of the drainage devices through the GIS were from geomorphometric and soil matrix databases. These data support the modeling, together with the geometric elements of the roads and the physical-water data of the soils of the beds and adjacencies. It was used data of reliefs from the image of the Topodata project, with accuracy and vertical precision of 5,529 m and 2,217 m, respectively. These results met the Class A Cartographic Accuracy Standard (PEC) for the representation of altimetric data in the 1:50.000 scale. Regarding the morphometric data of the segments, 90% of the slopes were compatible between the reference values of the GPS Geodesic receiver and the tested values of Topodata, thus obtaining the same recommendations for spines with water outlets. For the 50.1 km of unpaved roads in the subbasin of the Olaria stream, the GIS showed that only 12.1% of the segments did not require springs with water exits. It was recommended 953 water bars with outlets and 83 energy dissipaters in ditches. It was noted that the incompatibilities in the recommendations are related to the variables involved. Therefore, the geometric tracing and the excessive recommendations of these drainage devices by the GIS show that criteria such as relief and the soils were ignored in the implantation of the unpaved roads.As estradas não pavimentadas são importantes vias de acessos aos centros urbanos, servindo para facilitar o tráfego de veículos para fins socioeconômicos. Para assegurar o fluxo de bens produzidos e o transporte de pessoas é necessário que essa rede viária tenha adequações a fim de evitar que se transformem em canais e, consequentemente, ocorram processos erosivos. Nesse sentido, é necessária a elaboração de práticas de planejamento para a conservação dessas vias. Por meio de pesquisas de campo e bases de dados geomorfológicas, este estudo teve como objetivo recomendar e a quantificar os dispositivos de drenagem para a sub-bacia do córrego Olaria com o auxílio de um Sistema de Informação Geográfica (SIG), bem como comparar estes dados com os dispositivos recomendados a partir do modelo Estradas. Os dispositivos de drenagem utilizados no estudo foram os dissipadores de energia em canal de drenagem e as lombadas com saídas d’água. A recomendação dos dispositivos de drenagem por meio do SIG foram a partir de bases de dados matriciais geomorfométricas e de solos. Estes dados subsidiaram a modelagem, juntamente com os elementos geométricos das estradas e os dados físico-hídricos dos solos dos leitos e adjacências. Utilizou-se dados de relevos a partir da imagem do projeto Topodata, com acurácia e precisão vertical de 5,529 m e 2,217m, respectivamente. Esses resultados atenderam a classe A do Padrão de Exatidão Cartográfica (PEC) para a representação de dados altimétricos na escala de 1:50.000. No que tange aos dados morfométricos dos segmentos, 90% das declividades foram compatíveis entre os valores de referência do receptor GPS Geodésico e os valores testados do Topodata, obtendo assim, as mesmas recomendações para as lombadas com saídas d’água. Para os 50,1 km de estradas não pavimentadas na sub-bacia do córrego Olaria, o SIG evidenciou que apenas 12,1% dos segmentos não necessitaram de lombadas com saídas d’água. Foram recomendadas 953 lombadas com saídas d’água e 83 dissipadores de energia em sarjetas. Notou-se que as incompatibilidades nas recomendações estão relacionadas as variáveis envolvidas. Por conseguinte, o traçado geométrico e o excesso de recomendações desses dispositivos de drenagem pelo SIG evidenciam que critérios como o relevo e os solos foram ignorados na implantação das estradas não pavimentadas.Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2018-04-30T14:00:58Z No. of bitstreams: 2 Tese - Alisson Neves Harmyans Moreira - 2018.pdf: 21405657 bytes, checksum: 4b00145f027dd4633e7297ae895827dc (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2018-04-30T14:03:19Z (GMT) No. of bitstreams: 2 Tese - Alisson Neves Harmyans Moreira - 2018.pdf: 21405657 bytes, checksum: 4b00145f027dd4633e7297ae895827dc (MD5) license_rdf: 0 bytes, checksum: d41d8cd98f00b204e9800998ecf8427e (MD5)Made available in DSpace on 2018-04-30T14:03:19Z (GMT). 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dc.title.eng.fl_str_mv Modelo geolocalizado para conservação de estradas não pavimentadas
dc.title.alternative.eng.fl_str_mv Geolecated model for the conservation of unpaved roads
title Modelo geolocalizado para conservação de estradas não pavimentadas
spellingShingle Modelo geolocalizado para conservação de estradas não pavimentadas
Moreira, Alisson Neves Harmyans
Dispositivos de drenagem
Estradas não pavimentadas
Planejamento
Dranaige device
Unpaved roads
Planning
AGRONOMIA::CIENCIA DO SOLO
title_short Modelo geolocalizado para conservação de estradas não pavimentadas
title_full Modelo geolocalizado para conservação de estradas não pavimentadas
title_fullStr Modelo geolocalizado para conservação de estradas não pavimentadas
title_full_unstemmed Modelo geolocalizado para conservação de estradas não pavimentadas
title_sort Modelo geolocalizado para conservação de estradas não pavimentadas
author Moreira, Alisson Neves Harmyans
author_facet Moreira, Alisson Neves Harmyans
author_role author
dc.contributor.advisor1.fl_str_mv Griebeler, Nori Paulo
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/2953067359172793
dc.contributor.referee1.fl_str_mv Griebeler, Nori Paulo
dc.contributor.referee2.fl_str_mv Correchel, Vladia
dc.contributor.referee3.fl_str_mv Calil, Francine Neves
dc.contributor.referee4.fl_str_mv Santos, Alex Mota dos
dc.contributor.referee5.fl_str_mv Rabelo, Max Well de Oliveira
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/4969432418926436
dc.contributor.author.fl_str_mv Moreira, Alisson Neves Harmyans
contributor_str_mv Griebeler, Nori Paulo
Griebeler, Nori Paulo
Correchel, Vladia
Calil, Francine Neves
Santos, Alex Mota dos
Rabelo, Max Well de Oliveira
dc.subject.por.fl_str_mv Dispositivos de drenagem
Estradas não pavimentadas
Planejamento
topic Dispositivos de drenagem
Estradas não pavimentadas
Planejamento
Dranaige device
Unpaved roads
Planning
AGRONOMIA::CIENCIA DO SOLO
dc.subject.eng.fl_str_mv Dranaige device
Unpaved roads
Planning
dc.subject.cnpq.fl_str_mv AGRONOMIA::CIENCIA DO SOLO
description Unpaved roads are important access routes to urban centers, serving to facilitate the traffic of vehicles for socioeconomic purposes. In order to ensure the flow of goods produced and the transport of people, it is necessary that this road network has adaptations in order to prevent them from becoming channels and, consequently, erosion processes. In this sense, it is necessary to elaborate planning practices for the conservation of these roads. By means of field surveys and geomorphological databases, this study aimed to recommend and quantify the drainage devices for the sub-basin of the Olaria stream with the aid of a Geographic Information System (GIS), as well as to compare these with recommended devices from the Estradas model. The drainage devices used in the study were energy drains in the drainage channel and energy dissipaters in ditches. The recommendation of the drainage devices through the GIS were from geomorphometric and soil matrix databases. These data support the modeling, together with the geometric elements of the roads and the physical-water data of the soils of the beds and adjacencies. It was used data of reliefs from the image of the Topodata project, with accuracy and vertical precision of 5,529 m and 2,217 m, respectively. These results met the Class A Cartographic Accuracy Standard (PEC) for the representation of altimetric data in the 1:50.000 scale. Regarding the morphometric data of the segments, 90% of the slopes were compatible between the reference values of the GPS Geodesic receiver and the tested values of Topodata, thus obtaining the same recommendations for spines with water outlets. For the 50.1 km of unpaved roads in the subbasin of the Olaria stream, the GIS showed that only 12.1% of the segments did not require springs with water exits. It was recommended 953 water bars with outlets and 83 energy dissipaters in ditches. It was noted that the incompatibilities in the recommendations are related to the variables involved. Therefore, the geometric tracing and the excessive recommendations of these drainage devices by the GIS show that criteria such as relief and the soils were ignored in the implantation of the unpaved roads.
publishDate 2018
dc.date.accessioned.fl_str_mv 2018-04-30T14:03:19Z
dc.date.issued.fl_str_mv 2018-04-12
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/doctoralThesis
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dc.identifier.citation.fl_str_mv MOREIRA, A. N. H. Modelo geolocalizado para conservação de estradas não pavimentadas. 2018. 93 f. Tese (Doutorado em Agronomia) - Universidade Federal de Goiás, Goiânia, 2018.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tede/8406
dc.identifier.dark.fl_str_mv ark:/38995/0013000009fk5
identifier_str_mv MOREIRA, A. N. H. Modelo geolocalizado para conservação de estradas não pavimentadas. 2018. 93 f. Tese (Doutorado em Agronomia) - Universidade Federal de Goiás, Goiânia, 2018.
ark:/38995/0013000009fk5
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language por
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dc.publisher.none.fl_str_mv Universidade Federal de Goiás
dc.publisher.program.fl_str_mv Programa de Pós-graduação em Agronomia (EA)
dc.publisher.initials.fl_str_mv UFG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Escola de Agronomia - EA (RG)
publisher.none.fl_str_mv Universidade Federal de Goiás
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