Olive mill effluent (OME) wastewater embodies a challenge for environmental
scientists and engineers. It is characterized by high values of COD, BOD,
and phenolic content. A series of treatment steps composed of settling, cen
trifugation, and filtration was consecutively used to condition OME wastewa
ter. The filtrate was then subjected to a post-treatment process, namely ad
sorption on activated clay. The dynamic response of phenols concentration,
pH, and COD. using different concentrations of activated clay, showed a pea
k at which maximum adsorption capacity was achieved. The maximum adsorption
capacity for the tested concentrations of activated clay was reached in le
ss than 4 h. It is thought that adsorption of phenols and organics is rever
sible and mainly due to hydrophobic interactions. The maximum removal of ph
enols was about 81%, while it reached about 71% for organic matter. (C) 200
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