2010
DOI: 10.1590/s0100-06832010000300041
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Permeâmetro de carga decrescente associado a programa computacional para a determinação da condutividade hidráulica do solo saturado

Abstract: SUMMARY: FALLING HEAD PERMEAMETER AND SOFTWARE TO DETERMINE THE HYDRAULIC CONDUCTIVITY OF SATURATED SOILThe soil saturated hydraulic conductivity (K θs ) is a property with great variability, which requires the use of a greater number of determinations so that they can be described by the normal probability density function. Consequently, there is an increase in time and labor to (1) Recebido para publicação em abril de 2009 e aprovado em março de 2010.

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Cited by 21 publications
(13 citation statements)
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“…Field capacity (FC) was considered as the volumetric moisture at a suction of 10 kPa (pores with diameter <30 µm); the permanent wilting point (PWP) as the volumetric moisture at a suction of 1,500 kPa (pores with diameter <0.2 µm); and the available water content (AW) as the volumetric moisture lost between suctions of 10 and 1,500 kPa. The saturated hydraulic conductivity of the soil was determined in a variable head permeameter, as described by Gubiani et al (2010) for undisturbed samples.…”
Section: Databasementioning
confidence: 99%
“…Field capacity (FC) was considered as the volumetric moisture at a suction of 10 kPa (pores with diameter <30 µm); the permanent wilting point (PWP) as the volumetric moisture at a suction of 1,500 kPa (pores with diameter <0.2 µm); and the available water content (AW) as the volumetric moisture lost between suctions of 10 and 1,500 kPa. The saturated hydraulic conductivity of the soil was determined in a variable head permeameter, as described by Gubiani et al (2010) for undisturbed samples.…”
Section: Databasementioning
confidence: 99%
“…Amostras indeformadas foram coletadas com o auxílio de anéis metálicos, com 5,0 cm de altura e 5,0 cm de diâmetro, os quais foram acondicionados em recipientes metálicos hermeticamente fechados. Nestas amostras foram determinadas: a umidade gravimétrica (UG), macroporosidade, microporosidade e densidade do solo (Ds), segundo metodologia sugerida pela Empresa Brasileira de Pesquisa Agropecuária (1997); e a condutividade hidráulica saturada (Ksat), pelo método do permeâmetro de carga constante (GUBIANI et al, 2010). Em amostras com estrutura alterada foi determinada a estabilidade de agregados, expressa pelo diâmetro médio geométrico (DMG) (EMPRESA BRASILEIRA DE PESQUISA AGROPECUÁRIA, 1997).…”
Section: Methodsunclassified
“…The properties include texture (sand, silt, and clay fractions), soil water content at saturation u s , and saturated hydraulic conductivity Ks (see Table 1). The Ks was determined using a falling head permeability meter (Gubiani et al 2010).…”
Section: Soil Hydrologymentioning
confidence: 99%