Three-parameter soil-water transient equations in horizontal water-transport analysis

For data obtained from horizontal soil column experiments, the determination of soil-water transport characteristics and functions would be aided by a single-form equation capable of objectively describing water content (theta) vs. time (t) at given position (x(f)). Our study was conducted to evalua...

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Veröffentlicht in:Soil Science Society of America journal 1998-05, Vol.62 (3), p.580-584
Hauptverfasser: Guerrini, I.A. (State Univ. of Sao Paulo, Botucatu, Brazil.), Swartzendruber, D
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Sprache:eng
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Zusammenfassung:For data obtained from horizontal soil column experiments, the determination of soil-water transport characteristics and functions would be aided by a single-form equation capable of objectively describing water content (theta) vs. time (t) at given position (x(f)). Our study was conducted to evaluate two such possible equations, one having the form of the Weibull frequency distribution, and the other being called a bipower form. Each equation contained three parameters, and was fitted by nonlinear least squares to the experimental data from three separate columns of a single soil. Across the theta range containing the measured data points obtained by gamma-ray attenuation, the two equations were in close agreement. The resulting family of theta(x(f),t) transients, as obtained from either equation, enabled the evaluation of exponent n in the t(n) dependence of the positional advance of a given theta. Not only was n found to be 0.5 at low theta values, but it also increased with theta and tended toward 0.5 as theta approached its sated (near-saturated) value. Some quantitative uncertainty in n(theta) does arise due to the reduced number of data points available at the higher water contents. Without claiming non-Boltzmann behavior (n 0.5) as necessarily representative of all soils, we nonetheless consider n(theta) to be worthy of further study for evaluating its significance and implications
ISSN:0361-5995
1435-0661
DOI:10.2136/sssaj1998.03615995006200030004x