Development of Pedotransfer Functions for Saturated Hydraulic Conductivity

Abstract

The purpose of the study was to develop pedotransfer functions for determining saturated hydraulic conductivity (Ks). Pedotransfer functions (PTFs) for predicting soil physical properties used in determining saturated hydraulic conductivity, based on moisture retention characteristics, were developed. The van Genuchten moisture retention equation was fitted to measured moisture retention properties obtained from International Soil Reference and Information Centre (ISRIC) soils data base in order to determine parameters in the equation i.e. saturated soil moisture content (θs), residual soil moisture (θr), air entry parameter (α) and the pore size distribution parameter (n). 457 samples drawn from the data base were used to be the maximum possible sample size that contained the measured soils characteristics data required. Using statistical regression, mathematical relationships were developed between moisture retention parameters (response variables) and appropriately selected transformed basic soil properties (predictor variables). The developed PTFs were evaluated for accuracy and reliability. It was found that pedotransfer functions developed for θs produced the best performance in reliability compared to the remaining parameters yielding a correlation coefficient value of coefficient of determination (R2 = 0.76), RMSE = 2.09, NSE = 0.75 and RSR = 0.5 indicating good performance. Relatively poorest performance was obtained from the pedotransfer function developed for α which yielded a correlation coefficient, R2= 0.06, RMSE = 0.85 and a NSE of 0.02 reflecting the best possible equation derived for the parameter for use in predicting hydraulic conductivity. Out of the pedotransfer functions developed for each of the moisture retention parameters, the best performing PTF was identified for each parameter. The accuracy of the pedotransfer functions assessed based on R2 were for θs (R2 = 0.80), θr (R2 = 0.42), α (R2 = 0.04) and for n (R2 = 0.30), when the variables were expressed directly in terms of the selected transformations of the basic soil properties.

Share and Cite:

J. Obiero, L. Gumbe, C. Omuto, M. Hassan and J. Agullo, "Development of Pedotransfer Functions for Saturated Hydraulic Conductivity," Open Journal of Modern Hydrology, Vol. 3 No. 3, 2013, pp. 154-164. doi: 10.4236/ojmh.2013.33019.

Conflicts of Interest

The authors declare no conflicts of interest.

References

[1] H. R. Fooladmad, “Pedotransfer Functions for Point Estimation of Soil Moisture Characteristic Curve in Some Iranian Soils,” African Journal of Agricultural Research, Vol. 6, No. 6, 2011, pp. 1586-1591.
[2] J. P. O. Obiero, “Evaluation of Infiltration Using Green Ampt Model and Rainfall Runoff Data for Lagan and Sambret Catchments, Kericho, Kenya,” M.Sc. Thesis, Department of Agricultural Engineering, University of Nairobi, Nairobi, 1996.
[3] A. Rasoulzadeh, “Estimating Hydraulic Conductivity Using Pedotransfer Functions,” In: L. Elango, Ed., Hydraulic Conductivity Issues, Determination, and Applications, Intech, 2011, pp. 145-164. doi:10.5772/22753
[4] K. E. Saxton and W. J. Rawls, “Soil Water Characteristic Estimates by Texture and Organic Matter for Hydrologic Solutions,” Soil Science Society of America Journal, Vol. 70, No. 5, 2006, pp. 1569-1578.
[5] M. G. Schaap and F. J. Leij, “Using Neural Networks to Predict Soil Water Retention and Soil Hydraulic Conductivity,” Soil and Tillage Research, Vol. 47, No. 1-2, 1998, pp. 37-42. doi:10.1016/S0167-1987(98)00070-1
[6] J. Tomasella and M. Hodnett, “Pedotransfer Functions in Tropical Soils,” In: Y. Pachepsky and W. J. Rawls, Eds., Development of Pedotransfer Functions in Soil Hydrology. Developments in Soil Science, Vol. 30, Elsevier B. V., Amsterdam, 2004, pp. 415-429.
[7] H. Vereecken and M. Herbst, “Statistical Regression,” In: Y. Pachepsky and W. J. Rawls, Eds., Development of Pedotransfer Functions in Soil Hydrology. Developments in Soil Science, Vol. 30, Elsevier B. V., Amsterdam, 2004, pp. 3-19.
[8] R. T. Walczack, F. Moreno, C. Slawinski, E. Fernandez and J. L. Arrue, “Modelling of Soil Water Retention Curve Using Soil Solid Phase Parameters,” Journal of Hydrology, Vol. 329, No. 3-4, 2006, pp. 527-533. doi:10.1016/j.jhydrol.2006.03.005
[9] T. Wells, S. Fityus, D. W. Smith and H. Moe, “The Indirect Estimation of Saturated Hydraulic Conductivity of Soils, Using Measurements of Gas Permeability. I. Laboratory Testing with Dry Granular Soils,” Australian Journal of Soil Research, CSIRO Publishing, 2006. http://www.highbeam.com
[10] J. H. Wosten, M. Y. A. Pachepsky and W. J. Rawls, “Pedotransfer Functions: Bridging the Gap between Available Basic Soil Data and Missing Soil Hydraulic Characteristics,” Journal of Hydrology, Vol. 251, No. 3-4, 2001, pp. 123-150. doi:10.1016/S0022-1694(01)00464-4
[11] N. H. Batjes, Ed., “A Homogenized Soil Data File for Global Environmental Research: A Subset of FAO, IS-RIC, and NRCS Profiles (Version 1.0),” Working Paper and Preprint 95/10b, International Soil Reference and Information Centre, Wageningen, 1995. http://www.isric.org/NR/exeres/545B0669-6743-402B-B79A-DBF57E9FA67F.htm
[12] M. van Genutchen, “A Closed Form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils,” Soil Science Society of America Journal, Vol. 44, No. 5, 1980, pp. 892-898. doi:10.2136/sssaj1980.03615995004400050002x

Copyright © 2024 by authors and Scientific Research Publishing Inc.

Creative Commons License

This work and the related PDF file are licensed under a Creative Commons Attribution 4.0 International License.