Many 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 HYD...
International audiencetudying soil hydrological processes requires the determination of soil hydraul...
The macroscopic capillary length, λc, is a fundamental soil parameter expressing the relative import...
AbstractInterpreting and simulating hydrological processes need a large number of field saturated so...
Many different equations ranging from simple empirical to semi‐analytical solutions of the Richards ...
Recently, a novel approach with excellent performance based on the concept of the characteristic inf...
The topic of infiltration of water into variably saturated soils has received muchattention in the s...
In the present study, the determination of soil saturated hydraulic conductivity (Ks) and soil sorpt...
34 Pags.- 2 Tabls.- 6 Figs. The definitive version is available at: https://www.sciencedirect.com/s...
AbstractThis paper describes a new method (NSQE) to estimate soil hydraulic properties (sorptivity, ...
Many different equations have been proposed to describe quantitatively one-dimensional soil water in...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]ARCEAUInternational audienceModelling and understanding water f...
In his seminal paper on the solution of the infiltration equation, Philip (1969), https://doi.org/10...
Simple and reasonably rapid experiments are desirable to conduct a spatially distributed determinati...
Steady-state methods of analysis of single-ring infiltration data are commonly applied but the durat...
Beerkan infiltration runs could provide an incomplete description of infiltration with reference to ...
International audiencetudying soil hydrological processes requires the determination of soil hydraul...
The macroscopic capillary length, λc, is a fundamental soil parameter expressing the relative import...
AbstractInterpreting and simulating hydrological processes need a large number of field saturated so...
Many different equations ranging from simple empirical to semi‐analytical solutions of the Richards ...
Recently, a novel approach with excellent performance based on the concept of the characteristic inf...
The topic of infiltration of water into variably saturated soils has received muchattention in the s...
In the present study, the determination of soil saturated hydraulic conductivity (Ks) and soil sorpt...
34 Pags.- 2 Tabls.- 6 Figs. The definitive version is available at: https://www.sciencedirect.com/s...
AbstractThis paper describes a new method (NSQE) to estimate soil hydraulic properties (sorptivity, ...
Many different equations have been proposed to describe quantitatively one-dimensional soil water in...
[Departement_IRSTEA]Eaux [TR1_IRSTEA]ARCEAUInternational audienceModelling and understanding water f...
In his seminal paper on the solution of the infiltration equation, Philip (1969), https://doi.org/10...
Simple and reasonably rapid experiments are desirable to conduct a spatially distributed determinati...
Steady-state methods of analysis of single-ring infiltration data are commonly applied but the durat...
Beerkan infiltration runs could provide an incomplete description of infiltration with reference to ...
International audiencetudying soil hydrological processes requires the determination of soil hydraul...
The macroscopic capillary length, λc, is a fundamental soil parameter expressing the relative import...
AbstractInterpreting and simulating hydrological processes need a large number of field saturated so...