2004
DOI: 10.1111/j.1365-2389.2004.00617.x
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A new model for the soil‐water retention curve that solves the problem of residual water contents

Abstract: We present a new model for the soil-water retention curve, (h m ), which, in contrast to earlier models, anchors the curve at zero water content and does away with the unspecified residual water content. The proposed equation covers the complete retention curve, with the pressure head, h m , stretching over approximately seven orders of magnitude. We review the concept of pF from its origin in the papers of Schofield and discuss what Schofield meant by the 'free energy, F'. We deal with (historical) criticisms… Show more

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Cited by 144 publications
(148 citation statements)
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“…VGN and VGA have a sigmoid shape and therefore are able to fit curves that have an inflection point. As Groenevelt and Grant (2004) pointed out, θ r serves as the third required shape parameter for curves with an inflection point, frequently resulting in improbable values for this parameter. Table 1 shows the fitting parameters and their physically permitted range.…”
Section: Parameter Fitting 321 Selected Parameterizationsmentioning
confidence: 99%
“…VGN and VGA have a sigmoid shape and therefore are able to fit curves that have an inflection point. As Groenevelt and Grant (2004) pointed out, θ r serves as the third required shape parameter for curves with an inflection point, frequently resulting in improbable values for this parameter. Table 1 shows the fitting parameters and their physically permitted range.…”
Section: Parameter Fitting 321 Selected Parameterizationsmentioning
confidence: 99%
“…These WRCs, which will not be shown here, are taken from Groenevelt and Grant (2004) and Fredlund and Xing (1994).…”
Section: Water Retention Curvementioning
confidence: 99%
“…The two other WRCs tested for model performance were Groenevelt and Grant (2004) (GG04) and Fredlund and Xing (1994) (FX94). But prior to implementing them in the model they were both calibrated to be numerically similar near the dry end (θ ≤ 0.…”
Section: Water Retention Curves and Hydraulic Conductivity Functionsmentioning
confidence: 99%
“…The higher the frequency of these additions, the closer plants are to steady state. Soil water status can then be transformed into soil water potential via a water release curve (Groenevelt and Grant 2004).…”
Section: F Soil Watermentioning
confidence: 99%