Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil
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/2073 |
Resumo: | Due to the continental dimension of the state of Pará, associated with the absence of more accurate rainfall data, a study was carried out on them in order to obtain a ratio of rainfall intensity, duration and frequency (IDF) for the municipality of Belterra, through the application of 3 methods, the Normal IDF curve, Bell's method and the Gumbel Disaggregation method. The Belterra rainfall station, available from the National Meteorological Institute - INMET, with a 30-year historical series of data, was used as a basis for this. Only the maximum rains for the construction of the IDF curves were analyzed, with duration times of 5, 10, 15, 20, 25, 30, 60, 360, 480, 600 and 720 min and return periods of 2, 10 and 25 years. The objective of the research was to develop the 3 methods and later compare them, in order to assist in hydrological studies and for the design of structures that use this methodology. The values of rain intensities were compared with each other, where the Bell method, for the return times of 10, 15 and 25 years, presented higher values of Rain Intensities, however, when analyzing for the period of 2 years, the method that obtained an IDF with higher intensities was the Normal method. In all 4 periods analyzed, the disaggregation method (Gumbel) presented lower values for the respective rainfall duration times, which does not make its method unfeasible, since it also depends on what purpose it will be used for. |
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Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, BrazilAplicación de diferentes métodos para determinar curvas de intensidad-duración-frecuencia en el ciudad de Belterra en el estado de Pará, Brasil.Aplicação de diferentes métodos de determinação de curvas de intensidade-duração-frequência no município de Belterra no estado do Pará, BrasilChuvas IntensasIntensidade de ChuvaHidrologia Aplicada.Intense RainRain IntensityApplied Hydrology.Lluvia IntensaIntensidad de LluviaHidrología Aplicada.Due to the continental dimension of the state of Pará, associated with the absence of more accurate rainfall data, a study was carried out on them in order to obtain a ratio of rainfall intensity, duration and frequency (IDF) for the municipality of Belterra, through the application of 3 methods, the Normal IDF curve, Bell's method and the Gumbel Disaggregation method. The Belterra rainfall station, available from the National Meteorological Institute - INMET, with a 30-year historical series of data, was used as a basis for this. Only the maximum rains for the construction of the IDF curves were analyzed, with duration times of 5, 10, 15, 20, 25, 30, 60, 360, 480, 600 and 720 min and return periods of 2, 10 and 25 years. The objective of the research was to develop the 3 methods and later compare them, in order to assist in hydrological studies and for the design of structures that use this methodology. The values of rain intensities were compared with each other, where the Bell method, for the return times of 10, 15 and 25 years, presented higher values of Rain Intensities, however, when analyzing for the period of 2 years, the method that obtained an IDF with higher intensities was the Normal method. In all 4 periods analyzed, the disaggregation method (Gumbel) presented lower values for the respective rainfall duration times, which does not make its method unfeasible, since it also depends on what purpose it will be used for.Debido a la dimensión continental del estado de Pará, asociada con la ausencia de datos de lluvia más precisos, se realizó un estudio sobre ellos para obtener una relación de intensidad, duración y frecuencia de lluvia (IDF) para el municipio de Belterra, mediante la aplicación de 3 métodos, la curva IDF normal, el método de Bell y el método de desagregación de Gumbel. La estación de lluvia de Belterra, disponible del Instituto Meteorológico Nacional - INMET, con una serie de datos históricos de 30 años, se utilizó como base para esto. Solo se analizaron las lluvias máximas para la construcción de las curvas IDF, con tiempos de duración de 5, 10, 15, 20, 25, 30, 60, 360, 480, 600 y 720 min y períodos de retorno de 2, 10 y 25 años. . El objetivo de la investigación fue desarrollar los 3 métodos y luego compararlos, para ayudar en los estudios hidrológicos y para el diseño de estructuras que utilicen esta metodología. Los valores de las intensidades de lluvia se compararon entre sí, donde el método de Bell, para los tiempos de retorno de 10, 15 y 25 años, presentó valores más altos de intensidades de lluvia, sin embargo, al analizar durante el período de 2 años, el método que obtuvo un IDF con intensidades más altas fue el método Normal. En los 4 períodos analizados, el método de desagregación (Gumbel) presentó valores más bajos para los respectivos tiempos de duración de la lluvia, lo que no hace que su método sea inviable, ya que también depende del propósito para el que se utilizará.Devido a dimensão continental do estado do Pará, associado à ausência de dados pluviométricos mais precisos, foi feito um estudo acerca dos mesmos, a fim de obter uma relação de intensidade, duração e frequência (IDF) de chuva para o município de Belterra, por meio da aplicação de 3 métodos, a curva IDF Normal, método de Bell e pelo método de Desagregação de Gumbel. Para tanto utilizou-se como base a estação pluviométrica de Belterra, disponível pelo Instituto Nacional de Meteorologia – INMET, com série histórica de 30 anos de dados. Foram analisadas somente as chuvas máximas para a construção das curvas IDF, com tempos de duração de 5, 10, 15, 20, 25, 30, 60, 360, 480, 600 e 720 min e períodos de retorno de 2, 10 e 25 anos. O objetivo da pesquisa foi desenvolver os 3 métodos e posteriormente compara-los, afim de auxiliar em estudos hidrológicos e para o dimensionamento de estruturas que se utilizem desta metodologia. Os valores de intensidades de chuvas foram comparados entre si, onde o método de Bell, para os tempos de retorno de 10, 15 e 25 anos, apresentou valores maiores de Intensidades de Chuvas, porém, ao se analisar para o período de 2 anos, o método que obteve uma IDF com maiores intensidades, foi o método Normal. Em todos os 4 períodos analisados o método da desagregação (Gumbel) apresentou valores menores para os respectivos tempos de durações de chuva, o que não inviabiliza seu método, haja vista que também depende para qual finalidade será utilizado.Research, Society and Development2020-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://rsdjournal.org/index.php/rsd/article/view/207310.33448/rsd-v9i2.2073Research, Society and Development; Vol. 9 No. 2; e77922073Research, Society and Development; Vol. 9 Núm. 2; e77922073Research, Society and Development; v. 9 n. 2; e779220732525-3409reponame:Research, Society and Developmentinstname:Universidade Federal de Itajubá (UNIFEI)instacron:UNIFEIporhttps://rsdjournal.org/index.php/rsd/article/view/2073/1714Copyright (c) 2019 David Figueiredo Ferreira Filho, Rodrigo Silvano Silva Rodrigues, Maria de Nazaré Alves da Silva, Lindemberg Lima Fernandes, Diego Lima Crispiminfo:eu-repo/semantics/openAccessFilho, David Figueiredo FerreiraRodrigues, Rodrigo Silvano SilvaSilva, Maria de Nazaré Alves daFernandes, Lindemberg LimaCrispim, Diego Lima2020-08-20T18:08:48Zoai:ojs.pkp.sfu.ca:article/2073Revistahttps://rsdjournal.org/index.php/rsd/indexPUBhttps://rsdjournal.org/index.php/rsd/oairsd.articles@gmail.com2525-34092525-3409opendoar:2024-01-17T09:26:51.538987Research, Society and Development - Universidade Federal de Itajubá (UNIFEI)false |
dc.title.none.fl_str_mv |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil Aplicación de diferentes métodos para determinar curvas de intensidad-duración-frecuencia en el ciudad de Belterra en el estado de Pará, Brasil. Aplicação de diferentes métodos de determinação de curvas de intensidade-duração-frequência no município de Belterra no estado do Pará, Brasil |
title |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
spellingShingle |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil Filho, David Figueiredo Ferreira Chuvas Intensas Intensidade de Chuva Hidrologia Aplicada. Intense Rain Rain Intensity Applied Hydrology. Lluvia Intensa Intensidad de Lluvia Hidrología Aplicada. |
title_short |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
title_full |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
title_fullStr |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
title_full_unstemmed |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
title_sort |
Application of different methods for determining intensity-duration-frequency curves in Belterra in the state of Pará, Brazil |
author |
Filho, David Figueiredo Ferreira |
author_facet |
Filho, David Figueiredo Ferreira Rodrigues, Rodrigo Silvano Silva Silva, Maria de Nazaré Alves da Fernandes, Lindemberg Lima Crispim, Diego Lima |
author_role |
author |
author2 |
Rodrigues, Rodrigo Silvano Silva Silva, Maria de Nazaré Alves da Fernandes, Lindemberg Lima Crispim, Diego Lima |
author2_role |
author author author author |
dc.contributor.author.fl_str_mv |
Filho, David Figueiredo Ferreira Rodrigues, Rodrigo Silvano Silva Silva, Maria de Nazaré Alves da Fernandes, Lindemberg Lima Crispim, Diego Lima |
dc.subject.por.fl_str_mv |
Chuvas Intensas Intensidade de Chuva Hidrologia Aplicada. Intense Rain Rain Intensity Applied Hydrology. Lluvia Intensa Intensidad de Lluvia Hidrología Aplicada. |
topic |
Chuvas Intensas Intensidade de Chuva Hidrologia Aplicada. Intense Rain Rain Intensity Applied Hydrology. Lluvia Intensa Intensidad de Lluvia Hidrología Aplicada. |
description |
Due to the continental dimension of the state of Pará, associated with the absence of more accurate rainfall data, a study was carried out on them in order to obtain a ratio of rainfall intensity, duration and frequency (IDF) for the municipality of Belterra, through the application of 3 methods, the Normal IDF curve, Bell's method and the Gumbel Disaggregation method. The Belterra rainfall station, available from the National Meteorological Institute - INMET, with a 30-year historical series of data, was used as a basis for this. Only the maximum rains for the construction of the IDF curves were analyzed, with duration times of 5, 10, 15, 20, 25, 30, 60, 360, 480, 600 and 720 min and return periods of 2, 10 and 25 years. The objective of the research was to develop the 3 methods and later compare them, in order to assist in hydrological studies and for the design of structures that use this methodology. The values of rain intensities were compared with each other, where the Bell method, for the return times of 10, 15 and 25 years, presented higher values of Rain Intensities, however, when analyzing for the period of 2 years, the method that obtained an IDF with higher intensities was the Normal method. In all 4 periods analyzed, the disaggregation method (Gumbel) presented lower values for the respective rainfall duration times, which does not make its method unfeasible, since it also depends on what purpose it will be used for. |
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/2073 10.33448/rsd-v9i2.2073 |
url |
https://rsdjournal.org/index.php/rsd/article/view/2073 |
identifier_str_mv |
10.33448/rsd-v9i2.2073 |
dc.language.iso.fl_str_mv |
por |
language |
por |
dc.relation.none.fl_str_mv |
https://rsdjournal.org/index.php/rsd/article/view/2073/1714 |
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. 2; e77922073 Research, Society and Development; Vol. 9 Núm. 2; e77922073 Research, Society and Development; v. 9 n. 2; e77922073 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 |
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1797052776895741952 |