Transient flow from tension infiltrometers : I. The two-parameter equation

By J. Vandervaere, M. Vauclin, D. Elrick. 2000

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Estimate of soil hydraulic properties from disc infiltrometer three-dimensional infiltration curve. Numerical analysis and field application (2015, methodology): “…data (Smettem and 3 Clothier, 1989; Ankeny et al., 1991; Reynolds and Elrick, 1991), (ii) methods based on the 4 transient state data (e.g. Vandervaere et al., 2000) and (ii) methods which combine both 5 transient and steady states, like BEST methods (Lassabatere et al., 2006; Yilmaz et…”
Numerical evaluation of a set of analytical infiltration equations (2009, methodology): “The difficulty of applying common analytical models to describe infiltration into fine soils has been reported many times [e.g., Lin and McInnes., 1995; Messing and Jarvis, 1993, Vandervaere et al., 2000a, 2000b].”
Estimating field‐saturated soil hydraulic conductivity by a simplified Beerkan infiltration experiment (2014, background): “…cases, theI= ffiffi t p versus ffiffi t p data showed a downward concavity, excluding the first one or two data points (Figure 1c), similar to the one detected by Vandervaere et al. (2000) when hydraulic contact was lost at a certain instant during a tension infiltrometer run (their Figure 1c).”