Abstract

Abstract. There are two approaches available for mapping water retention parameters over the study area using a spatial interpolation method. (1) Retention models can be first fitted to retention curves available at sampling locations prior to interpolating model parameters over the study area (the FI approach). (2) Retention data points can first be interpolated over the study area before retention model parameters are fitted (the IF approach). The current study compares the performance of these two approaches in representing the spatial distribution of water retention curves. Standard geostatistical interpolation methods, i.e., ordinary kriging and indicator kriging, were used. The data used in this study were obtained from the Las Cruces trench site database, which contains water retention data for 448 soil samples. Three standard water retention models, i.e., Brooks and Corey (BC), van Genuchten (VG), and Kosugi (KSG), were considered. For each model, standard validation procedures, i.e., leave-one-out cross-validation and split-sample methods were used to estimate the uncertainty of the parameters at each sampling location, allowing for the computation of prediction errors (mean absolute error and mean error). The results show that the IF approach significantly lowered mean absolute errors for the VG model, while also reducing them moderately for the KSG and BC models. In addition, the IF approach resulted in less bias than the FI approach, except when the BC model was used in the split-sample approach. Overall, IF outperforms FI for all three retention models in describing the spatial distribution of retention parameters.

Highlights

  • The predictions of soil moisture distributions in the vadose zone or estimates of contaminant arrival time to groundwater rely heavily on robust estimates of the spatial distribution of soil hydraulic parameters

  • The results show that the interpolate-first fit-later (IF) approach significantly lowered mean absolute errors for the van Genuchten (VG) model, while reducing them moderately for the KSG and Brooks and Corey (BC) models

  • The first section summarizes experimental semivariograms computed from water retention data and model parameters

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Summary

Introduction

The predictions of soil moisture distributions in the vadose zone or estimates of contaminant arrival time to groundwater rely heavily on robust estimates of the spatial distribution of soil hydraulic parameters. Spatial interpolation techniques have been used to estimate the unknown values of these parameters at unsampled locations from available observations. It has been widely accepted that soil hydraulic parameters are spatially correlated to a greater or lesser extent. Techniques that take such information into account must be used for spatial interpolation. Among many available techniques, including the inverse distance method or the linear interpolation method, only a least-square interpolation technique called kriging accounts for spatial correlations between variables. Kriging is commonly used for mapping soil physical, chemical, and/or hydraulic properties. Kriging estimates the values of an attribute at unsampled locations, and their uncertainties in terms of an error variance known as kriging variance, when the underlying geostatistical model is correct (Goovaerts, 1997)

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