1988
DOI: 10.1007/bf00222683
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On the reliability of unsaturated hydraulic conductivity calculated from the moisture retention curve

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Cited by 214 publications
(154 citation statements)
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“…The hydraulic properties of the sands were described with the model of Vogel and Cislerova [1988], which is a slight modification of the Mualem-van Genuchten model (see manual of HYDRUS 5.0 for details; Light shading corresponds to fine sand (FS), medium shading corresponds to very fine sand (VFS), and dark shading corresponds to coarse sand (CS).…”
Section: Multistep Column Experiments To Estimate Hydraulic Parametermentioning
confidence: 99%
“…The hydraulic properties of the sands were described with the model of Vogel and Cislerova [1988], which is a slight modification of the Mualem-van Genuchten model (see manual of HYDRUS 5.0 for details; Light shading corresponds to fine sand (FS), medium shading corresponds to very fine sand (VFS), and dark shading corresponds to coarse sand (CS).…”
Section: Multistep Column Experiments To Estimate Hydraulic Parametermentioning
confidence: 99%
“…The approach assumes that water flow due to thermal gradients can be neglected and that the air phase plays an insignificant role in the liquid flow process: , and α is the angle between the flow direction and the vertical axis (e.g., 1 for vertical flow, 0 for horizontal flow). The unsaturated soil hydraulic properties, θ(h) and K(h), in Equation (1) can be described in HYDRUS using the analytical models of Brooks and Corey [34], van Genuchten [35], Vogel and Císlerová [36], Kosugi [37], or Durner [38]. A macroscopic approach is used to model root water uptake, which can be either non-compensated or compensated and which can account for various stresses, such as the osmotic and pressure head stresses [39].…”
Section: Variably-saturated Water Flowmentioning
confidence: 99%
“…The approach calculates the spatial distribution of root water uptake in the soil. The spatial distribution of potential water uptake rate S p (x,z) over the root zone is described by assigning a root-distribution function b(x,z) to each node [34], which is implemented based on the observed root density and depth obtained by field observations and relevant literature values [11,23,35]:…”
Section: Root Water Uptakementioning
confidence: 99%