Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife

The growing urbanization of Recife (PE) leads to a decrease in permeable natural areas, increased runoff, reduced groundwater recharge and the generation of floods that, although punctual, cause various disturbances to the population. This scenario, together with the deficiency in the local drainage...

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Authors: Parisi, Suellem Attila, Soares, Willames de Albuquerque, Rosa Filho, Cícero de Deus
Format: article
Status:Published version
Publication Date:2020
Country:Brasil
Institution:Associação Brasileira de Águas Subterrâneas
Repository:Águas Subterrâneas (São Paulo. Online)
Language:Portuguese
OAI Identifier:oai:ojs.aguassubterraneas.abas.org:article/29494
Online Access:https://aguassubterraneas.abas.org/asubterraneas/article/view/29494
Access Level:Open access
Keyword:Beerkan. Hydrus 1D. Groundwater. Simulation. Precipitation.
Beerkan. Hydrus 1D. Águas subterrâneas. Simulação. Precipitação.
id BR_b6580d8497e5e68b7414d02eb2033c30
oai_identifier_str oai:ojs.aguassubterraneas.abas.org:article/29494
network_acronym_str BR
network_name_str Brasil
repository_id_str
dc.title.none.fl_str_mv Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
Análise da capacidade de infiltração para atenuação de alagamento em um ponto crítico na cidade do Recife
title Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
spellingShingle Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
Parisi, Suellem Attila
Beerkan. Hydrus 1D. Groundwater. Simulation. Precipitation.
Beerkan. Hydrus 1D. Águas subterrâneas. Simulação. Precipitação.
title_short Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
title_full Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
title_fullStr Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
title_full_unstemmed Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
title_sort Analysis of infiltration capacity to attenuate flooding at a critical location in the city of Recife
dc.creator.none.fl_str_mv Parisi, Suellem Attila
Soares, Willames de Albuquerque
Rosa Filho, Cícero de Deus
author Parisi, Suellem Attila
author_facet Parisi, Suellem Attila
Soares, Willames de Albuquerque
Rosa Filho, Cícero de Deus
author_role author
author2 Soares, Willames de Albuquerque
Rosa Filho, Cícero de Deus
author2_role author
author
dc.subject.por.fl_str_mv Beerkan. Hydrus 1D. Groundwater. Simulation. Precipitation.
Beerkan. Hydrus 1D. Águas subterrâneas. Simulação. Precipitação.
topic Beerkan. Hydrus 1D. Groundwater. Simulation. Precipitation.
Beerkan. Hydrus 1D. Águas subterrâneas. Simulação. Precipitação.
description The growing urbanization of Recife (PE) leads to a decrease in permeable natural areas, increased runoff, reduced groundwater recharge and the generation of floods that, although punctual, cause various disturbances to the population. This scenario, together with the deficiency in the local drainage system, creates the need for studies of sustainable techniques to minimize the impacts of rainy events. Therefore, the objective of this work was to estimate the hydrodynamic behavior of a soil in the city of Recife using real precipitation records, in order to verify its infiltration potential in the attenuation of floods and its consequent benefits for the supply of the underground flow close to a flooding point. For this, the area covered by natural soil adjacent to a critical location in the rainy season was chosen. The hydrodynamic characteristics of the soil were estimated using the Beerkan methodology. In the Hydrus 1D software, the simulations were performed with the meteorological data for the month of July 2000 and considered the most unfavorable infiltration situation, that is, the lowest saturated hydraulic conductivity obtained (Ks = 0.0047 mm / s). The simulations showed the influence of Ks in the results that showed that the soil had a good draining capacity in the short and medium term, according to the daily and monthly analyzes, in addition to the benefits for human supply and civil works due to the occurrence of recharging the water table.
publishDate 2020
dc.date.none.fl_str_mv 2020-07-24
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://aguassubterraneas.abas.org/asubterraneas/article/view/29494
10.14295/ras.v34i2.29494
url https://aguassubterraneas.abas.org/asubterraneas/article/view/29494
identifier_str_mv 10.14295/ras.v34i2.29494
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv https://aguassubterraneas.abas.org/asubterraneas/article/view/29494/19318
dc.rights.driver.fl_str_mv Copyright (c) 2020 Águas Subterrâneas
info:eu-repo/semantics/openAccess
rights_invalid_str_mv Copyright (c) 2020 Águas Subterrâneas
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv ABAS - Associação Brasileira de Águas Subterrâneas
publisher.none.fl_str_mv ABAS - Associação Brasileira de Águas Subterrâneas
dc.source.none.fl_str_mv Águas Subterrâneas; v. 34 n. 2 (2020): REVISTA ÁGUAS SUBTERRÂNEAS; 236-249
2179-9784
0101-7004
reponame:Águas Subterrâneas (São Paulo. Online)
instname:Associação Brasileira de Águas Subterrâneas
instacron:ABAS
instname_str Associação Brasileira de Águas Subterrâneas
instacron_str ABAS
institution ABAS
reponame_str Águas Subterrâneas (São Paulo. Online)
collection Águas Subterrâneas (São Paulo. Online)
repository.name.fl_str_mv Águas Subterrâneas (São Paulo. Online) - Associação Brasileira de Águas Subterrâneas
repository.mail.fl_str_mv hidropaulo@gmail.com
_version_ 1853662882029371392
spelling Analysis of infiltration capacity to attenuate flooding at a critical location in the city of RecifeAnálise da capacidade de infiltração para atenuação de alagamento em um ponto crítico na cidade do RecifeBeerkan. Hydrus 1D. Groundwater. Simulation. Precipitation.Beerkan. Hydrus 1D. Águas subterrâneas. Simulação. Precipitação.The growing urbanization of Recife (PE) leads to a decrease in permeable natural areas, increased runoff, reduced groundwater recharge and the generation of floods that, although punctual, cause various disturbances to the population. This scenario, together with the deficiency in the local drainage system, creates the need for studies of sustainable techniques to minimize the impacts of rainy events. Therefore, the objective of this work was to estimate the hydrodynamic behavior of a soil in the city of Recife using real precipitation records, in order to verify its infiltration potential in the attenuation of floods and its consequent benefits for the supply of the underground flow close to a flooding point. For this, the area covered by natural soil adjacent to a critical location in the rainy season was chosen. The hydrodynamic characteristics of the soil were estimated using the Beerkan methodology. In the Hydrus 1D software, the simulations were performed with the meteorological data for the month of July 2000 and considered the most unfavorable infiltration situation, that is, the lowest saturated hydraulic conductivity obtained (Ks = 0.0047 mm / s). The simulations showed the influence of Ks in the results that showed that the soil had a good draining capacity in the short and medium term, according to the daily and monthly analyzes, in addition to the benefits for human supply and civil works due to the occurrence of recharging the water table.A crescente urbanização de Recife (PE) acarreta em uma diminuição das áreas naturais permeáveis, aumento do escoamento superficial, redução na recarga das águas subterrâneas e geração de alagamentos que, embora pontuais, ocasionam diversos transtornos à população. Esse cenário, juntamente com a deficiência no sistema de drenagem local, cria a necessidade de estudos de técnicas sustentáveis para minimizar os impactos dos eventos chuvosos. Sendo assim, o objetivo desse trabalho foi estimar o comportamento hidrodinâmico de um solo da cidade do Recife utilizando registros reais de precipitação, a fim de verificar seu potencial de infiltração na atenuação de alagamentos e seus consequentes benefícios para o abastecimento do fluxo subterrâneo próximo a um ponto de alagamento. Para isso, foi escolhida a área coberta por solo natural adjacente a um local crítico em época chuvosa. As características hidrodinâmicas do solo foram estimadas a partir da metodologia Beerkan. No software Hydrus 1D, as simulações foram realizadas com os dados meteorológicos do mês de julho de 2000 e consideraram a situação mais desfavorável de infiltração, ou seja, menor condutividade hidráulica saturada obtida (Ks = 0,0047 mm/s). As simulações mostraram a influência de Ks nos resultados que evidenciaram que o solo possuía uma boa capacidade drenante a curto e médio prazo, conforme as análises diárias e mensal, além de ter se observado benefícios para o abastecimento humano e para as obras civis devido a ocorrência da recarga do nível freático.ABAS - Associação Brasileira de Águas Subterrâneas2020-07-24info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionapplication/pdfhttps://aguassubterraneas.abas.org/asubterraneas/article/view/2949410.14295/ras.v34i2.29494Águas Subterrâneas; v. 34 n. 2 (2020): REVISTA ÁGUAS SUBTERRÂNEAS; 236-2492179-97840101-7004reponame:Águas Subterrâneas (São Paulo. Online)instname:Associação Brasileira de Águas Subterrâneasinstacron:ABASporhttps://aguassubterraneas.abas.org/asubterraneas/article/view/29494/19318Copyright (c) 2020 Águas Subterrâneasinfo:eu-repo/semantics/openAccessParisi, Suellem AttilaSoares, Willames de AlbuquerqueRosa Filho, Cícero de Deus2020-07-25T01:43:14Zoai:ojs.aguassubterraneas.abas.org:article/29494Revistahttps://aguassubterraneas.abas.org/asubterraneas/ONGhttps://aguassubterraneas.abas.org/asubterraneas/oaihidropaulo@gmail.com2179-97840101-7004opendoar:2020-07-25T01:43:14Águas Subterrâneas (São Paulo. Online) - Associação Brasileira de Águas Subterrâneasfalse
score 15,223283

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