2012
DOI: 10.1080/03650340.2011.572877
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Prediction of hydraulic conductivity and sorptivity in soils at steady-state infiltration

Abstract: The purpose of this study was (1) to find a matching factor (u) between infiltration rate and hydraulic conductivity during steady-state infiltration, and (2) to propose equations based on infiltration and soil moisture-retention functions for prediction of the hydraulic conductivity K(y) within the rapidly (non-capillary) drainable pores (RDP) and capillary-matrix pores of soils. The K(y) of capillary pores was divided into K(y) SDP , K(y) WHP and K(y) FCP within slowly drainable pores (SDP), water-holding po… Show more

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Cited by 11 publications
(10 citation statements)
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“…i b = aKs). Amer (2011) proved that the matching factor a (dimensionless) as a function between i b and Ks, is:…”
Section: Infiltration and Hydraulic Conductivity Into Non-capillary Pmentioning
confidence: 99%
“…i b = aKs). Amer (2011) proved that the matching factor a (dimensionless) as a function between i b and Ks, is:…”
Section: Infiltration and Hydraulic Conductivity Into Non-capillary Pmentioning
confidence: 99%
“…The corresponding Δθ values of water filled pore classes can be derived from soil-moisture retention curve. Thus, the equation 17 can be developed (Amer, 2011b) into:…”
Section: Theoretical Development Saturated Hydraulic Conductivity Andmentioning
confidence: 99%
“…Parameter Equation UnitValue 2 and 24 h draining, which roughly represented the matrix capillary water content (10 kPa) and field capacity (33 kPa) (Armer, 2011). The shape parameters n and α h (see Eq.…”
Section: Parameterization Of Vegetation and Soil Texturementioning
confidence: 99%