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ORIGINAL RESEARCH PAPER

Field Testing Parameter Sensitivity of the Two-Term Infiltration Equation Using Differentiated Linearization

Dipartimento di Ingegneria e Tecnologie Agro-Forestali, Università degli Studi di Palermo, Facoltà di Agraria, Viale delle Scienze, 90128, Palermo, Italy
^* Corresponding author (iovinom{at}unipa.it).

Received 18 October 2002.

Knowledge of the hydraulic conductivity of the vadose zone is important in many agronomic, engineering, and environmental areas. Transient tension infiltrometer experiments can be used to estimate the hydraulic conductivity, K₀, corresponding to a given pressure head by a transient single-test (TST) method that uses the coefficients C₁ and C₂ of the two-term infiltration equation. A differentiated linearization (DL) method was previously proposed to estimate these coefficients when a layer of contact material is used for the experiment. A field test of the DL and TST methods was conducted on a sandy loam and a clay soil. Eliminating the early-time influence of the contact layer was easy when the sorptivity of the contact material was 10 to 12 times higher than the soil sorptivity. In other cases a transition zone, which complicated application of the DL method, appeared between the decreasing and increasing portions of the data set. Therefore, applicability of the DL method required large differences in capillary forces between the contact material and the soil. Estimates of K₀ varied by up to 650% with the duration of the experiment and <50% with the time interval between readings at the water reservoir. Sensitivity of K₀ to the experiment duration was particularly remarkable for the sandy loam soil for short durations. Considering a minimum duration of the experiment of approximately 1 h caused estimates of K₀ to vary by a maximum of 40% with the duration of the experiment.

Abbreviations: CI, cumulative infiltration [method] • DL, differentiated linearization [method] • SST, steady-state single test [method] • TST, transient single-test [method]

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