Joint treatment of wastewater from table olive processing and urban wastewater. Integrated ozonation-aerobic oxidation

Citation
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
Citations number
15
Categorie Soggetti
Chemical Engineering
Journal title
CHEMICAL ENGINEERING & TECHNOLOGY
ISSN journal
09307516 → ACNP
Volume
23
Issue
2
Year of publication
2000
Pages
177 - 181
Database
ISI
SICI code
0930-7516(200002)23:2<177:JTOWFT>2.0.ZU;2-V
Abstract
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.