Análise de Desempenho de Modelos de Infiltração Unidimensional de Água no Solo

Oliveira, Diogo Botelho Corrêa de; Soares, Willames de Albuquerque; Holanda, Marco Aurélio Calixto Ribeiro de

doi:10.14295/ras.v32i1.28947

Cited by 8 publications

(7 citation statements)

References 4 publications

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“…To implement this practice, it is necessary to determine the hydrodynamic behavior of the water in the soil. For this purpose, many authors such as Oliveira et al (2018); Santos et al (2012), Bagarello et al (2014), Lassabatère et al (2010), and Souza et al (2008) make use of the Beerkan method proposed by Lassabatère et al (2006). Knowledge of these hydrodynamic soil parameters is directly linked to understanding the process of water infiltration into the soil.…”

Section: Introductionmentioning

confidence: 99%

Contribution of public squares to the reduction of urban flooding risk

Sousa¹,

Soares²,

Silva³

et al. 2019

Rev. ambiente água

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Urbanization is directly linked to the process of impermeabilization of the soil in urban areas that contributes to the emergence of flood risks. The purpose of this study was to determine the hydrodynamic properties of the public squares in a flood-prone Brazilian city and determine to what extent they could contribute to the reduction of flooding. The Beerkan method was used to determine the hydrodynamic properties of the soil in nine squares located at critical flooding points in the city of Recife. This method uses simple ring infiltration and the collection of soil samples to obtain the soil granulometric distribution, thereby generating the soil water retention curve θ(h) and the hydraulic conductivity K(θ). The squares studied have similar hydrodynamic characteristics because of their similar soil texture classes, such as Loamy Sand and Sandy Loam. This made it possible for eight of the nine squares studied to be able to contribute positively to the reduction of flood risks by adapting them into micro infiltration basins that can receive the surface flows that overload the drainage network.

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Section: Introductionmentioning

confidence: 99%

Contribution of public squares to the reduction of urban flooding risk

Sousa¹,

Soares²,

Silva³

et al. 2019

Rev. ambiente água

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“…The accumulated infiltration curve was adjusted using the mathematical model proposed by Haverkamp and Parlange (1986), Beerkan method. (Oliveira et al, 2018). This method's experimental procedure is performed in two stages, the first being a granulometric analysis (Particle Size Distribution -PSD) and the second being infiltration tests performed with a cylindrical infiltrometer (Siltecho et al, 2015).…”

Section: Infiltration Testsmentioning

confidence: 99%

Analysis of the Viability of Implementing Sustainable Proposals to Reduce Tunnel Flooding in Recife, Pernambuco

Holanda

Oliveira

Soares

et al. 2020

Rev. Bras. Geog. Fis.

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Flooding in urban centers has been treated as a direct consequence of excessive rainfall, without considering the integrated functioning of the drainage system. These problems have caused engineers to propose auxiliary solutions or techniques that assist urban drainage. The objective of this study was to analy ze the technical feasibility of using compensatory measures such as permeable pavement, for tunnel accesses, as an aid to existing drainage. The soil of the unpaved regions, which represent only 16.3% of the study area, was characterized using the Beerkan method, followed by an analysis of the water balance of the region using the Hydrus-1D computational model, in order to determine the rainfall on the unpaved regions surrounding the tunnels. The water balance of this portion of the study area showed that, of the 239.69 mm.m -2 that precipitated over unpaved areas, 88.15% infiltrated and the remaining 11.85% ran off or evaporated. In addition, infiltration tests showed that the soil is mostly sandy and capable of permitting infiltration of the water precipita ted during the year studied, so the proposal to use permeable pavement at the entrance and exit of the Chico Science Tunnel is viable, minimizing flooding as well as maintenance costs for the booster pumps used by the current drainage system.

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“…O ensaio de infiltração de água no solo utilizando anel simples aplicado com intuito de obter parâmetros hidrodinâmicos do solo, como a condutividade hidráulica saturada, a taxa de infiltração de água e demais indicadores edáficos (Oliveira, 2018). Souza et al, 2013, com objetivo de estimar o balanço hídrico que ocorre no solo, utilizou-se do método em latossolo amarelo.…”

Section: Introductionunclassified

Contribuição do solo natural na drenagem urbana em uma área suscetível a alagamentos no Recife - PE

Oliveira

Soares

Silva

2021

RSD

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Os eventos pluviométricos extremos são causadores de diversas tragédias e transtornos. A drenagem urbana é de essencial relevância para combater estes problemas. Nem sempre as galerias urbanas conseguem absorver toda a demanda oriunda destes eventos, logo o maior aliado dessas é o solo natural. Poucos estudos visam quantificar a parcela de contribuição desse meio na drenagem nos centros urbanos. Este estudo teve como finalidade estimar o dimensionamento necessário das galerias pluviais para sanar estes problemas, utilizando os parâmetros do solo de taxa de infiltração e a capacidade volumétrica de retenção das águas pluviais, analisando o balanço hídrico em uma área comercial e academicamente importante da cidade do Recife – PE. Foram utilizados ensaios de granulometria e de infiltração a anel simples para modelar o balanço da água nas regiões de terreno natural da área pré-determinada. O solo mostrou-se bom condutor, sendo capaz de absorver chuvas diárias de quase 49mm em seu próprio limite físico. A dificuldade encontrada foram os baixos índices de terreno natural disponíveis na região - 17% do total, reduzindo sua atuação. Verificou-se que seriam necessários aproximadamente 410 l/s como vazão necessária da rede principal dessa área urbana, para absorver a maior parte dos eventos extremos de precipitação.

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Análise de Desempenho de Modelos de Infiltração Unidimensional de Água no Solo

Cited by 8 publications

References 4 publications

Contribution of public squares to the reduction of urban flooding risk

Contribution of public squares to the reduction of urban flooding risk

Analysis of the Viability of Implementing Sustainable Proposals to Reduce Tunnel Flooding in Recife, Pernambuco

Contribuição do solo natural na drenagem urbana em uma área suscetível a alagamentos no Recife - PE

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