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Alachlor Transport during Transient Water Flow in Unsaturated Soils

H. M. Selim*, L. Zhou and S. K. Xue

Agronomy Dep., LAES, Louisiana State Univ., Baton Rouge, LA 70803



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Fig. 1. Experimental setup for horizontal infiltration of alachlor and tritium solution into a column of dry soil.

 


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Fig. 2. Measured and calculated soil moisture content versus horizontal distance in the NTW, CTW, and CTV soil columns.

 


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Fig. 3. Measured soil water diffusivity versus soil moisture content for the NTW, CTW, and CTV soil columns.

 


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Fig. 4. Measured soil moisture content and tritium concentration versus horizontal distance in the NTW soil column.

 


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Fig. 5. Measured soil-water, methanol, and total extractable alachlor concentration versus horizontal distance in the NTW, CTW, and CTV soil columns.

 


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Fig. 6. Total concentration of alachlor versus horizontal distance in the NTW, CTW, and CTV soil columns. Solid curves are based on the kinetic multireaction model where model parameters were independently derived from batch kinetic and miscible displacement (transport) experiments given in Table 3 and 4, respectively.

 


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Fig. 7. Alachlor concentration in soil solution versus time from kinetic batch experiment for Gigger soil (CTW treatment) for a wide range of initial concentrations (Ci's). Solid curves are based on the kinetic mutlireaction model.

 


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Fig. 8. Measured sorption isotherms for Gigger soil after 1 d of reaction for the NTW, CTW, and CTV treatments. Solid curves are fitted based on nonlinear (Freundlich) adsorption.

 


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Fig. 9. Total concentration of alachlor versus horizontal distance in the NTW, CTW, and CTV soil columns. Solid curves are based on steady-state flow and linear equilibrium (CXTFIT model).

 


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Fig. 10. Total concentration of alachlor versus horizontal distance in the NTW, CTW, and CTV soil columns. Solid and dashed curves are based on alachlor transport in unsaturated and transient flow conditions. Retention was characterized by linear (Kd) and Freundlich (Kf and N) equilibrium models.

 





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