An approximate analytical solution has been established for the well known Richards’ equation for unsaturated flow of transports in soils. Despite the importance of Richards’ equation in geotechnical and geoenvironmental applications, most solutions to the problem are generally based on numerical methods often having limitations in application. It is therefore advantageous to explore analytical solutions to the problem. The proposed solution is based on homotopy analysis method (HAM). The method is superior over traditional perturbation techniques in a sense that it is not dependent on the assumption of a small parameter as the initial step. Several simple cases have been explored to describe the application of HAM to Richards’ equation. Th...
An applied numerical unsaturated flow model was developed in the previous paper to describe the move...
The paper deals with numerical solutions to the Richards equation to simulate one-dimensional flow p...
The difference between the cumulative infiltration occurring during three-dimensional axisymmetric a...
This paper presents the results of approximate analytical solutions to Richards’ equation, which gov...
The paper presents the analytical solution for the steady-state infiltration from a buried point sou...
In the field of soil hydrology, the Richards equation is commonly used to model water flow in unsatu...
Warrick and Hussen developed in the nineties of the last century a method to scale Richards' equatio...
Based on physical laws of similarity, an analytic solution of the soil water potential form of the R...
The paper presents the analytical solution for the steady-state infiltration from a buried point so...
Transient water flow processes in unsaturated soils are usually modeled using the Richards equation....
In this paper, an infiltration problem is considered. The problem involves time-independent flow fro...
AbstractThe infiltration problem is one of the most interesting issues considered by geotechnical an...
There is a clear need to assess the adequacy of scale matching of soil water dynamics to grid scales...
An analytical solution to 1D coupled water infiltration and deformation is derived using a Fourier i...
A useful insight of physical mechanisms related to the complex hydrological problems can be provided...
An applied numerical unsaturated flow model was developed in the previous paper to describe the move...
The paper deals with numerical solutions to the Richards equation to simulate one-dimensional flow p...
The difference between the cumulative infiltration occurring during three-dimensional axisymmetric a...
This paper presents the results of approximate analytical solutions to Richards’ equation, which gov...
The paper presents the analytical solution for the steady-state infiltration from a buried point sou...
In the field of soil hydrology, the Richards equation is commonly used to model water flow in unsatu...
Warrick and Hussen developed in the nineties of the last century a method to scale Richards' equatio...
Based on physical laws of similarity, an analytic solution of the soil water potential form of the R...
The paper presents the analytical solution for the steady-state infiltration from a buried point so...
Transient water flow processes in unsaturated soils are usually modeled using the Richards equation....
In this paper, an infiltration problem is considered. The problem involves time-independent flow fro...
AbstractThe infiltration problem is one of the most interesting issues considered by geotechnical an...
There is a clear need to assess the adequacy of scale matching of soil water dynamics to grid scales...
An analytical solution to 1D coupled water infiltration and deformation is derived using a Fourier i...
A useful insight of physical mechanisms related to the complex hydrological problems can be provided...
An applied numerical unsaturated flow model was developed in the previous paper to describe the move...
The paper deals with numerical solutions to the Richards equation to simulate one-dimensional flow p...
The difference between the cumulative infiltration occurring during three-dimensional axisymmetric a...