1997
DOI: 10.1016/s0022-1694(96)03160-5
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Estimating hydraulic conductivity of crusted soils using disc infiltrometers and minitensiometers

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Cited by 112 publications
(90 citation statements)
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“…In particular, the starting point of the developed method was that the only measurable data, in addition to the initial (θi) and saturated (θs) soil water content, were the parameters of the Gardner (1958) hydraulic conductivity function for both the crust and the sub-soil. These last data can be obtained by tension infiltrometer experiments according to Vandervaere et al (1997). Vertical infiltration is described by the Green-Ampt model since the water retention curve does not need to be known in this case.…”
Section: Reference Stepsmentioning
confidence: 99%
“…In particular, the starting point of the developed method was that the only measurable data, in addition to the initial (θi) and saturated (θs) soil water content, were the parameters of the Gardner (1958) hydraulic conductivity function for both the crust and the sub-soil. These last data can be obtained by tension infiltrometer experiments according to Vandervaere et al (1997). Vertical infiltration is described by the Green-Ampt model since the water retention curve does not need to be known in this case.…”
Section: Reference Stepsmentioning
confidence: 99%
“…No reference measurement method concerned with tension infiltrometer exists, however different types have been designed and used (i.e. Perroux and White 1988, Ankeny et al 1991, Vandervaere et al 1997, Špongrová et al 2009). The advantages of using tension infiltrometers, such as a minimal disturbance of the soil surface, simplicity and replicability of the measurements were evaluated i.e.…”
mentioning
confidence: 99%
“…Thus, soil sorptivity (S) for our field infiltration experiment (S = 0.641 mm s -0.5 ) was estimated using the differentiated linearization method developed by Vandervaere et al (1997) (Fig. 4b).…”
Section: Resultsmentioning
confidence: 99%
“…However, this practice requires constant vigilance since visual readings have to be made at constant intervals and sometimes over long periods of time as in the case of slowly permeable clay soils. In other situations, when using early-time transient flow to infer soil hydraulic properties (Vandervaere et al, 1997), initial infiltration rates can be too rapid to be recorded with the required precision.…”
Section: Introductionmentioning
confidence: 99%