Fj. Rivas et al., Joint treatment of wastewater from table olive processing and urban wastewater. Integrated ozonation-aerobic oxidation, CHEM ENG TE, 23(2), 2000, pp. 177-181
Integrated ozonation-aerobic biodegradation of table olive wastewater (dilu
ted 1:25 with synthetic urban wastewater) is presented as a suitable techno
logy to purify this kind of effluent. Use of ozone is recommended as a pre-
treatment step since it shows a high reactivity toward phenolic compounds (
found in this type of wastewater) reducing, at the same time, the alkalinit
y of the media for further biological processing. An ozone dose of 45 mg L-
1 (flow rate 20 L h(-1)) for a period of 35 min has been found to achieve t
he following goals: decrease pH, decrease phenolic content, and increase of
biodegradability. The aerobic oxidation process followed first order kinet
ics as measured by COD depletion profiles versus time. The Arrhenius expres
sion k = 183exp(-2214/T) was obtained for experiments of ozonated wastewate
r biodegradation completed at different temperatures and neutral pH.