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Anion Transport Involving Competitive Adsorption during Transient Water Flow in an Andisol
Author(s) -
Katou Hidetaka,
Clothier Brent E.,
Green Steven R.
Publication year - 1996
Publication title -
soil science society of america journal
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.836
H-Index - 168
eISSN - 1435-0661
pISSN - 0361-5995
DOI - 10.2136/sssaj1996.03615995006000050011x
Subject(s) - adsorption , chemistry , allophane , andisol , ion exchange , inorganic chemistry , desorption , ion , ionic strength , aqueous solution , soil water , organic chemistry , environmental science , soil science
Andisols containing allophane and other poorly crystalline materials, carry variable surface charge, and adsorb otherwise inert anions such as Cl − and NO − 3 . The objective of this study was to predict composition‐dependent, retarded transport of anions during unsteady water flow in an Andisol. One‐dimensional absorption experiments in Kannondai subsoil (Hydric Hapludand) columns were conducted with CaCl 2 , Ca(NO 3 ) 2 , and mixed CaCl 2 ‐Ca(NO 3 ) 2 solutions at different concentrations (0.00462‐0.115 mol L −1 ). Because of nonlinear, competitive adsorption of Cl − and NO − 3 by the soil, the observed retardation of anion penetration depended on the total concentration and composition of the invading solution. Nitrate ion had a smaller affinity to the adsorption sites than Cl − (the selectivity coefficient K v = 0.51) and showed a greater penetration in the presence of Cl − . The adsorption of Cl − and NO − 3 much exceeded the concurrent SO 2− 4 desorption from the soil. This suggests that SO 2− 4 was so strongly adsorbed that exchange reaction with the invading anions proceeded only to a limited extent. Thus, the adsorption of the monovalent anions was largely due to the increase in the anion exchange capacity of the soil in response to an increase in the ionic strength of the bulk solution. An approximate theory was developed for anion transport involving competitive adsorption in which total monovalent anion adsorption, obeying a Langmuir‐type equation, is allocated via K v to the adsorption of Cl − and NO − 3 . Employing the adsorption parameters determined from separate steady state leaching experiments, the theory successfully described the measured anion content profiles.