A cation exchange subroutine that can be expanded to include any number of cations was developed and interfaced with a water flow-salt transport model that also contained a lime and gypsum precipitation-dissolution chemistry subroutine. The exchange subroutine was required by the complete model to satisfactorily predict EC, SAR, and specific ion concentration changes with time and depth for a gypsiferous and a nongypsiferous soil irrigated with waters containing three different CaSO? concentrations at two leaching fractions. In his sudy, exchangeable Ca, Mg, Na, and K were considered. Exchangeable K was included for me with high exchangeable and soluble K soils and high K irrigation waters. The additional cation exchange coefficient values ...
This study reports an investigation of the ion exchange treatment of sodium chloride solutions in re...
<b>Highlights</b>\ud \ud - The BWS kinetic expression was found to be an optimal engineering model ...
We present the development and demonstrate the use of the two-dimensional finite element code UNSATC...
A cation exchange subroutine that can be expanded to include any number of cations was developed and...
Chemical precipitation-dissolution and cation exchange subroutines were interfaced with an existing ...
Modeling solute transport and reactions in salt- and sodium-affected soils can be considered as thre...
Description of soluble salt leaching through soils and into groundwaters has been the focus of sever...
Knowledge of water and salt movement in soils is necessary for development of a management scheme fo...
A mathematical model was developed to predict the exchange of one cation by another in a soil column...
of the U. S. Salinity Laboratory, is used. The equation is: qNa/Qna = (r/F T sqrtB)sinh-1 f T...
Two-stage soil column experiments involving capillary rise and evaporation were conducted to improve...
This paper presents a numerical computer program that allows to simulate the one-dimensional water a...
the availability of moisture to plants. The total concentration of solute particles is mainly respon...
Predicting the transport of reactive chemicals in subsurface porous media requires accurate adsorpti...
Ion exchange separation using hydrochloric acid and formate buffer solution as eluants wareported in...
This study reports an investigation of the ion exchange treatment of sodium chloride solutions in re...
<b>Highlights</b>\ud \ud - The BWS kinetic expression was found to be an optimal engineering model ...
We present the development and demonstrate the use of the two-dimensional finite element code UNSATC...
A cation exchange subroutine that can be expanded to include any number of cations was developed and...
Chemical precipitation-dissolution and cation exchange subroutines were interfaced with an existing ...
Modeling solute transport and reactions in salt- and sodium-affected soils can be considered as thre...
Description of soluble salt leaching through soils and into groundwaters has been the focus of sever...
Knowledge of water and salt movement in soils is necessary for development of a management scheme fo...
A mathematical model was developed to predict the exchange of one cation by another in a soil column...
of the U. S. Salinity Laboratory, is used. The equation is: qNa/Qna = (r/F T sqrtB)sinh-1 f T...
Two-stage soil column experiments involving capillary rise and evaporation were conducted to improve...
This paper presents a numerical computer program that allows to simulate the one-dimensional water a...
the availability of moisture to plants. The total concentration of solute particles is mainly respon...
Predicting the transport of reactive chemicals in subsurface porous media requires accurate adsorpti...
Ion exchange separation using hydrochloric acid and formate buffer solution as eluants wareported in...
This study reports an investigation of the ion exchange treatment of sodium chloride solutions in re...
<b>Highlights</b>\ud \ud - The BWS kinetic expression was found to be an optimal engineering model ...
We present the development and demonstrate the use of the two-dimensional finite element code UNSATC...