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Mobility of Sulfate in Forest Soils

Kinetic Modeling

H. M. Selim*,a, G. R. Gobranb, X. Guanb and N. Clarkec

a Agronomy and Environmental Management Dep., Sturgis Hall, Louisiana State Univ., Baton Rouge, LA 70803
b Dep. of Ecology and Environmental Research, Swedish Univ. of Agric. Sciences, Uppsala, Sweden
c Norwegian Forest Research Inst., Høgskoleveien, Norway



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Fig. 1. A schematic of the multireaction model for solute reactivity in soils.

 


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Fig. 2. A schematic of the sequential leaching experiment through 5-cm soil columns from the E, Bs, and BC horizons (FF = forest floor).

 


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Fig. 3. Experimental and simulated breakthrough results of SO4 effluent concentrations vs. pore volume (BTCs) from the E horizon [column E-I, input SO4 (Co) of 0.005 M]. The simulation is based on best-fit of the data when a linear equilibrium sorption model was assumed.

 


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Fig. 4. Experimental and simulated (solid and dashed curves) BTCs of SO4 effluent concentrations from the Bs horizon [column Bs-I, input SO4 (Co) of 0.005 M]. Simulations are for a range of Kd values where a linear equilibrium sorption model was assumed.

 


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Fig. 5. Experimental and simulated (solid and dashed curves) BTCs of SO4 effluent concentrations from the Bs horizon [column Bs-I, input SO4 (Co) of 0.005 M]. Simulations are for a range of n values where a nonlinear equilibrium model was assumed.

 


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Fig. 6. Experimental and simulated BTCs of SO4 effluent concentrations from the Bs horizon [column Bs-I, input SO4 (Co) of 0.005 M]. Simulations are based on best-fit of the data when a linear equilibrium model (dashed curve) and a nonlinear equilibrium (solid curve) were used.

 


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Fig. 7. Experimental and simulated BTCs of SO4 effluent concentrations from the Bs horizon [column Bs-I, input SO4 (Co) of 0.005 M]. Simulations are based on best-fit of the data when a kinetic model (dashed curve) and kinetic model with an irreversible reaction (solid curve) were used.

 


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Fig. 8. Experimental and simulated BTCs of SO4 effluent concentrations from the Bs horizon [column Bs-II, input SO4 (Co) of 0.0005 M]. Simulations are based on best-fit of the data when a linear equilibrium model (dotted curve) and kinetic model (dashed curve) were used. The solid curve is a prediction based on the kinetic model.

 


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Fig. 9. Experimental and simulated BTCs of SO4 effluent concentrations from the BC horizon [column BC-I, input SO4 (Co) of 0.005 M]. Simulations are based on best-fit of the data when linear equilibrium (dotted curve), nonlinear equilibrium (dashed curve), and kinetic models (solid curve) were used.

 


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Fig. 10. Experimental and simulated BTCs of SO4 effluent concentrations from the BC horizon [column BC-II, input SO4 (Co) of 0.0005 M]. Calculations are based on the linear equilibrium model in a curve-fitting mode (solid curve) and prediction mode (dashed curve).

 


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Fig. 11. Experimental and simulated BTCs of SO4 effluent concentrations from the BC horizon [column BC-II, input SO4 (Co) of 0.0005 M]. Calculations are based on the kinetic model in a curve-fitting mode (solid curve) and prediction mode (dashed curve).

 





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