The laboratory methods used for the soil water retention curve (SWRC) construction and parameter estimation is time-consuming. A vertical infiltration method was proposed to estimate parameters α and n and to further construct the SWRC. In the present study, the relationships describing the cumulative infiltration and infiltration rate with the depth of the wetting front were established, and simplified expressions for estimating α and n parameters were proposed. The one-dimensional vertical infiltration experiments of four soils were conducted to verify if the proposed method would accurately estimate α and n. The fitted values of α and n, obtained from the RETC software, were consistent with the calculated values o...
36 pags.- 8 Figs.- 2 Tabls. The definitive version is available at: https://www.sciencedirect.com/s...
Graduation date: 1974A large rainfall simulator was used to study infiltration on six\ud soil plots....
Beerkan infiltration runs could provide an incomplete description of infiltration with reference to ...
The laboratory methods used for the soil water retention curve (SWRC) construction and parameter est...
In the present study, the three-parameter one-dimensional vertical infiltration equation recently pr...
In the present study, the determination of soil saturated hydraulic conductivity (Ks) and soil sorpt...
International audiencetudying soil hydrological processes requires the determination of soil hydraul...
According to the analysis of Hillel and Gardner (1969) for steady infiltration, the hydraulic resist...
ABSTRACT ABSTRACT: Description and prediction of water flow through unsaturated soils is necessary t...
A wetting soil water characteristic curve (SWCCw) is necessary for understanding and interpreting th...
To full understand and hence predict soil water distribution, it is needed to know the soil hydrauli...
The Beerkan Estimation of Soil Transfer parameters (BEST) procedure is an attractive, easy, robust, ...
Soil water infiltration is central to hydrologic studies and lends itself for detailed experimentati...
The difference between the cumulative infiltration occurring during three-dimensional axisymmetric a...
AbstractThis paper describes a new method (NSQE) to estimate soil hydraulic properties (sorptivity, ...
36 pags.- 8 Figs.- 2 Tabls. The definitive version is available at: https://www.sciencedirect.com/s...
Graduation date: 1974A large rainfall simulator was used to study infiltration on six\ud soil plots....
Beerkan infiltration runs could provide an incomplete description of infiltration with reference to ...
The laboratory methods used for the soil water retention curve (SWRC) construction and parameter est...
In the present study, the three-parameter one-dimensional vertical infiltration equation recently pr...
In the present study, the determination of soil saturated hydraulic conductivity (Ks) and soil sorpt...
International audiencetudying soil hydrological processes requires the determination of soil hydraul...
According to the analysis of Hillel and Gardner (1969) for steady infiltration, the hydraulic resist...
ABSTRACT ABSTRACT: Description and prediction of water flow through unsaturated soils is necessary t...
A wetting soil water characteristic curve (SWCCw) is necessary for understanding and interpreting th...
To full understand and hence predict soil water distribution, it is needed to know the soil hydrauli...
The Beerkan Estimation of Soil Transfer parameters (BEST) procedure is an attractive, easy, robust, ...
Soil water infiltration is central to hydrologic studies and lends itself for detailed experimentati...
The difference between the cumulative infiltration occurring during three-dimensional axisymmetric a...
AbstractThis paper describes a new method (NSQE) to estimate soil hydraulic properties (sorptivity, ...
36 pags.- 8 Figs.- 2 Tabls. The definitive version is available at: https://www.sciencedirect.com/s...
Graduation date: 1974A large rainfall simulator was used to study infiltration on six\ud soil plots....
Beerkan infiltration runs could provide an incomplete description of infiltration with reference to ...