Abstract

AbstractMany different equations ranging from simple empirical to semi‐analytical solutions of the Richards equation have been proposed for quantitative description of water infiltration into variably saturated soils. The sorptivity, S, and the saturated hydraulic conductivity, Ks, in these equations are typically unknown and have to be estimated from measured data. In this paper, we use so‐called characteristic time (tchar) to design a new method, referred to as the characteristic time method (CTM) that estimates S, and Ks, from one‐dimensional (1D) cumulative infiltration data. We demonstrate the usefulness and power of the CTM by comparing it with a suite of existing methods using synthetic cumulative infiltration data simulated by HYDRUS‐1D for 12 synthetic soils reflecting different USDA textural classes, as well as experimental data selected from the Soil Water Infiltration Global (SWIG) database. Results demonstrate that the inferred values of S and Ks are in excellent agreement with their theoretical values used in the synthetically simulated infiltration experiments with Nash–Sutcliffe criterion close to unity and RMSE values of 0.04 cm h−1/2 and 0.05 cm h−1, respectively. The CTM also showed very high accuracy when applied on synthetic data with added measurement noise, as well as robustness when applied to experimental data. Unlike previously published methods, the CTM does not require knowledge of the time validity of the applied semi‐analytical solution for infiltration and, therefore, is applicable to infiltrations with durations from 5 min to several days. A script written in Python of the CTM method is provided in the supplemental material.

Highlights

  • Accurate and reliable estimation of hydraulic properties of variably saturated soils from infiltration experiments is still a major challenge in many research fields such as hydrology, irrigation, civil engineering, and environmental science (Moret-Fernández, Latorre, & AnguloMartínez, 2017; Valiantzas, 2010)

  • We proposed a new method, the characteristic time method (CTM), based on the concept of characteristic time to estimate the soil sorptivity S and the saturated hydraulic conductivity Ks in a physically constrained manner using the two- and three-term approximate expansion developed by Haverkamp et al (1994) from cumulative infiltration measurements

  • We analyzed the accuracy of CTM using simulated and experimental infiltration curves and by comparing CTM with methods typically used in the literature, including nonlinear curve fitting of two- (CF2) and three-term (CF3) equations, and the methods proposed by Sharma et al

Read more

Summary

Introduction

Accurate and reliable estimation of hydraulic properties of variably saturated soils from infiltration experiments is still a major challenge in many research fields such as hydrology, irrigation, civil engineering, and environmental science (Moret-Fernández, Latorre, & AnguloMartínez, 2017; Valiantzas, 2010). A large number of theoretical, semiempirical, and empirical models have appeared in the literature that quantitatively describe water infiltration into the soil (Green & Ampt, 1911; Haverkamp, Ross, Smettem, & Parlange, 1994; Parlange, Lisle, Braddock, & Smith, 1982; Philip, 1957; Swartzendruber, 1987). These models were used for the characterization of soil hydraulic properties, including soil sorptivity (S) and saturated hydraulic conductivity (Ks).

Objectives
Methods
Results
Conclusion
Full Text
Paper version not known

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call

Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.