2010
DOI: 10.2136/vzj2009.0055
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Extension of a Recent Method for Obtaining Exact Solutions of the Bruce and Klute Equation

Abstract: Fig. 2. Normalized moisture content θ/θ s as a function of the normalized Boltzmann variable ϕ/ϕ a (solid line). Th e dashes show θ/θ s = 0.

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Cited by 6 publications
(63 citation statements)
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“…The theory proposed by Barry et al (2010) is very simple in its essence, inspired in its formulation, complex in its solution, but easy to apply. The technique consists of introducing a nonzero value of air‐entry pressure h a , such that for h < h a and θ < θ s the soil is not saturated, while it is saturated for h ≥ h a and θ = θ s .…”
Section: Theoretical Considerationsmentioning
confidence: 99%
See 3 more Smart Citations
“…The theory proposed by Barry et al (2010) is very simple in its essence, inspired in its formulation, complex in its solution, but easy to apply. The technique consists of introducing a nonzero value of air‐entry pressure h a , such that for h < h a and θ < θ s the soil is not saturated, while it is saturated for h ≥ h a and θ = θ s .…”
Section: Theoretical Considerationsmentioning
confidence: 99%
“…Many equations are part of the theory of Barry et al (2010), but regarding those that define the water content profile at the WF of horizontal infiltration, we have: λ=λnormala(hhnormalbhnormalahnormalb)α,λ>λnormala where h is the matric potential at the WF profile, λ a is the value of the Boltzmann's transformation variable (λ) for h = h a , and h b and α are the fitting parameters, wherein: hnormalb=hnormala(1α) In the theory of Barry et al (2010), the parameter α in Eq. [1] can assume any value, while in the theory of similarity the value of λ is defined by Eq.…”
Section: Theoretical Considerationsmentioning
confidence: 99%
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“…It must be highlighted that Eq. (6) is valid solely for the unsaturated zone; an analytical solution for the Richards' equation without gravity including the saturated zone was given recently by Barry et al (2010). The dependence of h with θ was obtained using the empirical relationship given by van Genutchen (1980):…”
Section: Hydraulic Descriptionmentioning
confidence: 99%