1993
DOI: 10.2136/sssaj1993.03615995005700010006x
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Describing Soil Hydraulic Properties with Sums of Simple Functions

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Cited by 117 publications
(86 citation statements)
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“…Variably saturated water flow through such a porous system is uniform and at local equilibrium, and is often described using the Richards equation. Bimodal or multimodal hydraulic functions (e.g., Othmer et al, 1991;Wilson et al, 1992;Ross and Smettem, 1993;Durner, 1994;Mohanty et al, 1997) are an indirect way of representing soil structure in such a uniform flow approach. A one-domain PNE concept of infiltration (Fig.…”
Section: Conceptual Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…Variably saturated water flow through such a porous system is uniform and at local equilibrium, and is often described using the Richards equation. Bimodal or multimodal hydraulic functions (e.g., Othmer et al, 1991;Wilson et al, 1992;Ross and Smettem, 1993;Durner, 1994;Mohanty et al, 1997) are an indirect way of representing soil structure in such a uniform flow approach. A one-domain PNE concept of infiltration (Fig.…”
Section: Conceptual Modelsmentioning
confidence: 99%
“…Parameter fitting of retention and hydraulic conductivity measurements on soil cores (Othmer et al, 1991;Ross and Smettem, 1993;Durner, 1994;Coppola, 2000;Köhne et al, 2002b, Priesack andDurner, 2006) UC θ(h) and K(h) of fractured porous media Upscaling of modelled liquid configurations of cross-sections of partially saturated fractured porous soil or rock (Tuller and Or, 2002;Or and Tuller, 2003) UC Moreover, it was suggested to direct more effort to derive pedotransfer functions accounting for soil structure effects (Merdun and Quisenberry, 2004;Pachepsky et al, 2006). The relation between lateral dispersivity, unsaturated hydraulic conductivity, and soil morphological properties, was studied in tracer experiments carried out in columns and field plots with key Belgian soil types (Vanderborght et al, 2001).…”
Section: Column Experiments and Pedotransfer Functionsmentioning
confidence: 99%
“…The SAT, DUL, and LL were used to construct a moisture characteristic using the approach of Cresswell and Paydar (1996) but modified to utilize the functional form suggested by Ross et al (1991). Hydraulic conductivity was modeled as the sum of two pore spaces (Ross and Smettem, 1993). One pore space was created using the shape of the moisture characteristic (Campbell, 1974) and the requirement that conductivity at DUL was a nominal 0.1 mm/day.…”
Section: Soilmentioning
confidence: 99%
“…A new formulation, close to that of Ross and Smetten (1993) or Durner (1994), is used to model the unsaturated properties of the fissured chalk to consider with greater accuracy the bi-modal distribution of the chalk porosity (matrix porosity and fissure porosity). To account for the variation of effective porosity according to recharge conditions and saturation degree of the chalk, a partitioning algorithm similar to that proposed by Zurmühl and Durner (1996) is used.…”
Section: Hydrodynamic and Hydrodispersive Behaviour Of The Chalk Undementioning
confidence: 99%