The effects of hydraulic reteneration time (HRT), and the strength of the r
egenerating solution on the ammonia adsorption capacity and the zeolite reg
eneration were studied using bench-scale packed zeolite columns. A 0.6 M Na
Cl solution fed at a HRT of 1 h was preferred for the regeneration process,
and more than 95% of adsorbed ammonium ions were recovered after using 7-8
bed volumes (BV) of the regenerating solution. The adsorption-regeneration
time ratio was approximately 5:1. High concentration of potassium ions in
the composting leachate competed with NH4+ ions for the exchange sites, res
ulting in a reduction in the efficiencies of ammonia removal and zeolite co
lumn regeneration. However, Zeolite still proved to have a great potential
as a medium for ammonia removal in treating composting leachate.