1993
DOI: 10.2136/sssaj1993.03615995005700060007x
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Reevaluation of the Evaporation Method for Determining Hydraulic Functions in Unsaturated Soils

Abstract: Understanding of soil water and solute transport processes requires knowledge of the soil hydraulic properties. A simple evaporation method for the determination of the hydraulic conductivity function and the water retention characteristic was developed and applied to a range of soils with different texture and structure. During evaporation from the top of a 6‐cm‐high soil core, soil water pressure head at 1.5 and 4.5 cm below the soil surface was measured with tensiometers several times. At the same time, eva… Show more

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Cited by 153 publications
(103 citation statements)
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“…The samples were collected at the same depth than for K s determination and with similar number of replicates. They were saturated in the same way than for K s determination (Wendroth et al, 1993 andTamari et al, 1993). The mathematical procedures used to calculate K from Darcy's law, and the procedure used to fit Van Genuchten (1980) model are described in the work of Mohrath et al (1997).…”
Section: Sampling and Methodsmentioning
confidence: 99%
“…The samples were collected at the same depth than for K s determination and with similar number of replicates. They were saturated in the same way than for K s determination (Wendroth et al, 1993 andTamari et al, 1993). The mathematical procedures used to calculate K from Darcy's law, and the procedure used to fit Van Genuchten (1980) model are described in the work of Mohrath et al (1997).…”
Section: Sampling and Methodsmentioning
confidence: 99%
“…The difference between the f min values of the best and the worst fit is for soils 4 to 6 about one to two orders of magnitude ( Table 2). Note that the evaporation experiment comprises no information about conductivity close to saturation, as pointed out by Tamari et al [1993], Wendroth et al [1993], and Peters and Durner [2008]. The best-fit parameters of all seven soils are listed in Table 4.…”
Section: Coupled Estimation Of Q(h) and K(h)mentioning
confidence: 99%
“…These cores were used to determine (desorption) water retention curves, the unsaturated hydraulic conductivities and bulk densities. The unsaturated soil hydraulic properties were determined in the lab during transient conditions using the evaporation method (Wendroth et al, 1993) and during steady-state conditions using the hanging water column method and a pressure apparatus (Dane and Topp 2002). Hydraulic conductivities were calculated using the approach of Wind (1968).…”
Section: Lab Measurementsmentioning
confidence: 99%