2016
DOI: 10.1016/j.geoderma.2015.10.004
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Changes in the hydraulic properties of a clay soil under long-term irrigation with treated wastewater

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Cited by 62 publications
(33 citation statements)
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“…Rabbi et al [44] mention that percentages of clay, bulk density, and porosity have a strong influence on Ks. These results are in agreement with Bardhan et al [45] who reported a decrease in the infiltration rate due to clogging of soil pores by suspended materials present in the treated wastewaters. Previous studies with similar soil texture (clay) of the current study reached the same conclusion that application of wastewater resulted in pore clogging, which leads to reduced soil porosity and subsequently a decrease in the soil infiltrability [46].…”
Section: Physical Properties Of Soilsupporting
confidence: 93%
“…Rabbi et al [44] mention that percentages of clay, bulk density, and porosity have a strong influence on Ks. These results are in agreement with Bardhan et al [45] who reported a decrease in the infiltration rate due to clogging of soil pores by suspended materials present in the treated wastewaters. Previous studies with similar soil texture (clay) of the current study reached the same conclusion that application of wastewater resulted in pore clogging, which leads to reduced soil porosity and subsequently a decrease in the soil infiltrability [46].…”
Section: Physical Properties Of Soilsupporting
confidence: 93%
“…In fine grain soils, the hydraulic conductivity under saturated conditions is controlled by the microstructure of the soil matrix which in turn depends on the type of the fine materials (e.g., clay mineral) present in the soil, the composition of the exchangeable cations, and the electrolyte concentration in the pore water system (Ndiaye et al, 2007). It has long been recognized that hydraulic conductivity is related to the grain size distribution of granular porous media (Bardhan et al, 2016). Since hydraulic conductivity can vary, depending on many indices, it is difficult to treat all these parameters at the same time (Chaudhari et al, 2010).…”
Section: Introductionmentioning
confidence: 99%
“…When the outflow became constant and measured against time. The hydraulic conductivity was calculated by the Darcy's Law (Bardhan et al, 2016): Ks = Q ∆L / ∆H A T Where, Q= Volume of water passing through the soil in time, T (cc h -1 ) A= Cross sectional area of the soil (cm 2 ) L= Soil height (cm) H= Hydraulic head difference (cm) Ks= Saturated hydraulic conductivity (cm h -1 ) Statistical analysis: The data obtained were statistically analysed by using the Duncan's Multiple Range Test (DMRT), principal component analysis (PCA) and analysis of variance (Gomez and Gomez, 1984).…”
Section: Introductionmentioning
confidence: 99%
“…5). Several authors have measured and assessed based on the triangular soil mixture diagram in order to establish the erosion level [35], irrigation capability [36], physical and chemical features of soils [37], and hydraulic properties [38], among others.…”
Section: Soil Moisture and Textural Analysismentioning
confidence: 99%