Evaluation of Closed-Form Analytical Models to Calculate Conductivity in a Fine Sand1
- Daniel B. Stephens and
- Kenneth R. Rehfeldt2
The soil-water characteristic curve, θ—ψ, was determined for an undisturbed core of fine sand over a range of negative pressure heads observed in the field, 0 to 150 cm, below about the 30 cm depth. These data were used to predict relative hydraulic conductivity in a computer code of closed-form analytical solutions developed by van Genuchten for the theoretical models of Burdine and Mualem. The equations to predict conductivity are based upon two parameters fit to observed θ—ψ data by a non-linear least squares procedure. The two parameters are influenced by the choice of residual water content, θr, and unsaturated water content, θs. If θr is unknown, it is estimated in the program from observed data. A sensitivity analysis was performed to evaluate the reliability of the models. For this soil, calculated conductivities appear to be sensitive to θr. If θ—ψ data are available over only a limited range, or if θs is too large, model-predicted θr-values may be near zero, whereas θ at large ψ may actually be about 0.06 to 0.08 cm3/cm3. Predicted conductivities may differ by more than one order of magnitude at about ψ = 150 cm, depending on the choice of θr.Please view the pdf by using the Full Text (PDF) link under 'View' to the left.
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