12 research outputs found

    Developed PTFs for predicting <i>K</i><sub><i>ψ</i></sub> using easily measurable soil attributes by applying the SMLR method.

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    Developed PTFs for predicting Kψ using easily measurable soil attributes by applying the SMLR method.</p

    General descriptions of the study region and the studied soils.

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    General descriptions of the study region and the studied soils.</p

    The descriptive statistics and related normality test parameters for the selected attributes of the studied soils (<i>n</i> = 102).

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    The descriptive statistics and related normality test parameters for the selected attributes of the studied soils (n = 102).</p

    Measurement of <i>K</i><sub><i>ψ</i></sub> by tension-disk infiltrometer at different land uses.

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    Measurement of Kψ by tension-disk infiltrometer at different land uses.</p

    Different classifications for the selected performance criteria.

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    Different classifications for the selected performance criteria.</p

    Highlights and Raw data are available as supplementary files.

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    Highlights and Raw data are available as supplementary files.</p

    The performance criteria for predicting <i>K</i><sub><i>ψ</i></sub> using easily measurable soil attributes by applying the SMLR, MLPNNs, and RBFNNs approaches.

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    The performance criteria for predicting Kψ using easily measurable soil attributes by applying the SMLR, MLPNNs, and RBFNNs approaches.</p

    The United State Department of Agriculture (USDA) soil textural classes (<i>n</i> = 102).

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    The United State Department of Agriculture (USDA) soil textural classes (n = 102).</p

    S1 Raw data -

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    Hydraulic conductivity (Kψ) is one of the most important soil properties that influences water and chemical movement within the soil and is a vital factor in various management practices, like drainage, irrigation, erosion control, and flood protection. Therefore, it is an essential component in soil monitoring and managerial practices. The importance of Kψ in soil-water relationship, difficulties for its measurement in the field, and its high variability led us to evaluate the potential of stepwise multiple linear regression (SMLR), and multilayer perceptron (MLPNNs) and radial-basis function (RBFNNs) neural networks approaches to predict Kψ at tensions of 15, 10, 5, and 0 cm (K15, K10, K5, and K0, respectively) using easily measurable attributes in calcareous soils. A total of 102 intact (by stainless steel rings) and composite (using spade from 0–20 cm depth) soil samples were collected from different land uses of Fars Province, Iran. The common physico-chemical attributes were determined by the common standard laboratory approaches. Additionally, the mentioned hydraulic attributes were measured using a tension-disc infiltrometer (with a 10 cm radius) in situ. Results revealed that the most of studied soil structure-related parameters (soil organic matter, soluble sodium, sodium adsorption ratio, mean weight diameter of aggregates, pH, and bulk density) are more correlated with K5 and K0 than particle-size distribution-related parameters (sand, silt, and standard deviation and geometric mean diameter of particles size). For K15 and K10, the opposite results were obtained. The applied approaches predicted K15, K10, K5, and K0 with determination coefficient of validation data (R2val) of 0.52 to 0.63 for SMLR; 0.71 to 0.82 for MLPNNs; and 0.58 to 0.78 for RBFNNs. In general, the capability of the applied methods for predicting Kψ at all the applied tensions was ranked as MLPNNs > RBFNNs > SMLR. Although the SMLR method provided easy to use pedotransfer functions for predicting Kψ in calcareous soils, the present study suggests using the MLPNNs approach due to its high capability for generating accurate predictions.</div
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