Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará
Autor(a) principal: | |
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Data de Publicação: | 2020 |
Outros Autores: | , |
Tipo de documento: | Artigo |
Idioma: | por |
Título da fonte: | Research, Society and Development |
Texto Completo: | https://rsdjournal.org/index.php/rsd/article/view/2373 |
Resumo: | This study aims to estimate the surface runoff coefficient in the drainage area of the Bolonha and Água Preta lakes located in the municipalities of Belém and Ananindeua, State of Pará. To do so, we initially used images from a Digital Elevation Model (MDE). Shuttle Radar Topography Mission (SRTM); With the aid of ArcGIS® 10.5 geoprocessing software, the areas were quantified and the land use and occupation classification was performed. Thus, the runoff coefficient was estimated by values found in the literature and by the NRCS method, using as basis a local equation of heavy rainfall and Curve Number (CN) values for the discrimination of the areas in 2018. Therefore, this The results of the research, by the NRCS method, C values ranging from 0.169 to 0.321 were reached, depending on the return period of the local precipitation in a range from 1 to 150 years. The drainage area of the lakes Bologna and Água Preta has good infiltration, characteristic of rural areas, although it has 28.8% of already urbanized area. In conclusion, this work provides the academic environment with the updating of the Bologna and Água Preta lakes drainage sub-basin as a convergent drainage area, aiming to serve as a database and information for future academic works. |
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Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, ParáSalida de superficie del área de drenaje de los lagos Bolonia y Agua Negra en Belém y Ananindeua, ParáEscoamento superficial na área convergente aos lagos Bolonha e Água Preta em Belém e Ananindeua, ParáHidrologíaManejo de cuencas hidrográficasUso y cobertura del suelo.HidrologiaManejo de bacias hidrográficasUso e cobertura do solo.HydrologyManagement of watershedsSoil use and cover.This study aims to estimate the surface runoff coefficient in the drainage area of the Bolonha and Água Preta lakes located in the municipalities of Belém and Ananindeua, State of Pará. To do so, we initially used images from a Digital Elevation Model (MDE). Shuttle Radar Topography Mission (SRTM); With the aid of ArcGIS® 10.5 geoprocessing software, the areas were quantified and the land use and occupation classification was performed. Thus, the runoff coefficient was estimated by values found in the literature and by the NRCS method, using as basis a local equation of heavy rainfall and Curve Number (CN) values for the discrimination of the areas in 2018. Therefore, this The results of the research, by the NRCS method, C values ranging from 0.169 to 0.321 were reached, depending on the return period of the local precipitation in a range from 1 to 150 years. The drainage area of the lakes Bologna and Água Preta has good infiltration, characteristic of rural areas, although it has 28.8% of already urbanized area. In conclusion, this work provides the academic environment with the updating of the Bologna and Água Preta lakes drainage sub-basin as a convergent drainage area, aiming to serve as a database and information for future academic works.Este estudio tiene como objetivo estimar el coeficiente de escorrentía superficial en el área de drenaje de los lagos Bolonha y Água Preta ubicados en los municipios de Belém y Ananindeua, Estado de Pará. Para ello, inicialmente utilizamos imágenes de un Modelo de Elevación Digital (MDE). Shuttle Radar Topography Mission (SRTM); Con la ayuda del software de geoprocesamiento ArcGIS® 10.5, se cuantificaron las áreas y se realizó la clasificación del uso de la tierra y la ocupación. Por lo tanto, el coeficiente de escorrentía se estimó por los valores encontrados en la literatura y por el método NRCS, utilizando como base una ecuación local de lluvia intensa y valores de Número de Curva (CN) para la discriminación de las áreas en 2018. Por lo tanto, esto Los resultados de la investigación, por el método NRCS, alcanzaron valores de C que van desde 0.169 a 0.321, dependiendo del período de retorno de la precipitación local en un rango de 1 a 150 años. El área de drenaje de los lagos Bolonia y Água Preta tiene buena infiltración, característica de las áreas rurales, aunque tiene el 28.8% del área ya urbanizada. En conclusión, este trabajo proporciona al entorno académico la actualización de la subcuenca de drenaje de los lagos Bolonia y Água Preta como área de drenaje convergente, con el objetivo de servir como base de datos e información para futuros trabajos académicos.Este estudo objetiva estimar o coeficiente de escoamento superficial na área de drenagem dos lagos Bolonha e Água Preta localizados nos municípios de Belém e Ananindeua, Estado do Pará. Para tanto, inicialmente se utilizou de imagens de um Modelo Digital de Elevação (MDE) do tipo Shuttle Radar Topography Mission (SRTM); Com auxílio do software de geoprocessamento ArcGIS® 10.5, foi efetuada a quantificação das áreas e classificação de uso e ocupação do solo. Assim, estimou-se o coeficiente de runoff por valores encontrados na literatura e pelo método NRCS, utilizando como base uma equação local de chuvas intensas e valores de Número de Curva (CN) para a discriminação das áreas no ano de 2018. Logo, esta pesquisa teve como resultados, pelo método NRCS, foram alcançados valores de C que variam numa faixa entre 0,169 a 0,321, dependendo do período de retorno da precipitação local numa faixa de 1 a 150 anos. A área de drenagem dos lagos Bolonha e Água Preta apresenta boa infiltração, característica de áreas rurais, embora possua 28,8% de área já urbanizada. Como conclusão, este trabalho proporciona ao ambiente acadêmico a atualização da sub bacia da área de drenagem aos lagos Bolonha e Água Preta como área convergente de drenagem, visando servir como base de dados e informações para futuros trabalhos acadêmicos.Research, Society and Development2020-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/237310.33448/rsd-v9i3.2373Research, Society and Development; Vol. 9 No. 3; e38932373Research, Society and Development; Vol. 9 Núm. 3; e38932373Research, Society and Development; v. 9 n. 3; e389323732525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/2373/1890Copyright (c) 2019 Derick Carlos Cordovil de Castro, Rodrigo Silvano Silva Rodrigues, David Figueiredo Ferreira Filhoinfo:eu-repo/semantics/openAccessCastro, Derick Carlos Cordovil deRodrigues, Rodrigo Silvano SilvaFilho, David Figueiredo Ferreira2020-08-20T18:07:57Zoai:ojs.pkp.sfu.ca:article/2373Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:27:01.145209Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará Salida de superficie del área de drenaje de los lagos Bolonia y Agua Negra en Belém y Ananindeua, Pará Escoamento superficial na área convergente aos lagos Bolonha e Água Preta em Belém e Ananindeua, Pará |
title |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
spellingShingle |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará Castro, Derick Carlos Cordovil de Hidrología Manejo de cuencas hidrográficas Uso y cobertura del suelo. Hidrologia Manejo de bacias hidrográficas Uso e cobertura do solo. Hydrology Management of watersheds Soil use and cover. |
title_short |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
title_full |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
title_fullStr |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
title_full_unstemmed |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
title_sort |
Surface runoff from drainage area of the lakes Bolonha and Black Water in Belém and Ananindeua, Pará |
author |
Castro, Derick Carlos Cordovil de |
author_facet |
Castro, Derick Carlos Cordovil de Rodrigues, Rodrigo Silvano Silva Filho, David Figueiredo Ferreira |
author_role |
author |
author2 |
Rodrigues, Rodrigo Silvano Silva Filho, David Figueiredo Ferreira |
author2_role |
author author |
dc.contributor.author.fl_str_mv |
Castro, Derick Carlos Cordovil de Rodrigues, Rodrigo Silvano Silva Filho, David Figueiredo Ferreira |
dc.subject.por.fl_str_mv |
Hidrología Manejo de cuencas hidrográficas Uso y cobertura del suelo. Hidrologia Manejo de bacias hidrográficas Uso e cobertura do solo. Hydrology Management of watersheds Soil use and cover. |
topic |
Hidrología Manejo de cuencas hidrográficas Uso y cobertura del suelo. Hidrologia Manejo de bacias hidrográficas Uso e cobertura do solo. Hydrology Management of watersheds Soil use and cover. |
description |
This study aims to estimate the surface runoff coefficient in the drainage area of the Bolonha and Água Preta lakes located in the municipalities of Belém and Ananindeua, State of Pará. To do so, we initially used images from a Digital Elevation Model (MDE). Shuttle Radar Topography Mission (SRTM); With the aid of ArcGIS® 10.5 geoprocessing software, the areas were quantified and the land use and occupation classification was performed. Thus, the runoff coefficient was estimated by values found in the literature and by the NRCS method, using as basis a local equation of heavy rainfall and Curve Number (CN) values for the discrimination of the areas in 2018. Therefore, this The results of the research, by the NRCS method, C values ranging from 0.169 to 0.321 were reached, depending on the return period of the local precipitation in a range from 1 to 150 years. The drainage area of the lakes Bologna and Água Preta has good infiltration, characteristic of rural areas, although it has 28.8% of already urbanized area. In conclusion, this work provides the academic environment with the updating of the Bologna and Água Preta lakes drainage sub-basin as a convergent drainage area, aiming to serve as a database and information for future academic works. |
publishDate |
2020 |
dc.date.none.fl_str_mv |
2020-01-01 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/article info:eu-repo/semantics/publishedVersion |
format |
article |
status_str |
publishedVersion |
dc.identifier.uri.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/2373 10.33448/rsd-v9i3.2373 |
url |
https://rsdjournal.org/index.php/rsd/article/view/2373 |
identifier_str_mv |
10.33448/rsd-v9i3.2373 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/2373/1890 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
dc.format.none.fl_str_mv |
application/pdf |
dc.publisher.none.fl_str_mv |
Research, Society and Development |
publisher.none.fl_str_mv |
Research, Society and Development |
dc.source.none.fl_str_mv |
Research, Society and Development; Vol. 9 No. 3; e38932373 Research, Society and Development; Vol. 9 Núm. 3; e38932373 Research, Society and Development; v. 9 n. 3; e38932373 2525-3409 reponame:Research, Society and Development instname:Universidade Federal de Itajubá (UNIFEI) instacron:UNIFEI |
instname_str |
Universidade Federal de Itajubá (UNIFEI) |
instacron_str |
UNIFEI |
institution |
UNIFEI |
reponame_str |
Research, Society and Development |
collection |
Research, Society and Development |
repository.name.fl_str_mv |
Research, Society and Development - Universidade Federal de Itajubá (UNIFEI) |
repository.mail.fl_str_mv |
rsd.articles@gmail.com |
_version_ |
1797052776942927872 |