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Technical University of Crete
Technical University of Crete
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| URI | http://purl.tuc.gr/dl/dias/D98245B9-18B3-4E87-93C2-6D0A9E75FBA0 | - |
| Identifier | https://doi.org/10.1002/jctb.1552 | - |
| Identifier | http://onlinelibrary.wiley.com/doi/10.1002/jctb.1552/abstract | - |
| Language | en | - |
| Extent | 7 pages | en |
| Title | Sequential anaerobic/aerobic biological treatment of olive mill wastewater and municipal wastewater | en |
| Creator | Gizgis Nikolaos | en |
| Creator | Georgiou Maria | en |
| Creator | Diamantopoulos Evaggelos | en |
| Creator | Διαμαντοπουλος Ευαγγελος | el |
| Publisher | Wiley | en |
| Content Summary | This work investigated the efficiency of the combined anaerobic/aerobic biological co-treatment of olive mill wastewater and primary municipal wastewater. A laboratory-scale (6.5 L) upflow anaerobic sludge bed reactor received a mixture of olive mill wastewater and primary municipal wastewater at a loading rate ranging between 3 and 7 kg chemical oxygen demand (COD) m−3 day−1. The input COD concentration ranged between 1800 and 4400 mg L−1. The anaerobic reactor was operated at mesophilic conditions (35 °C). The effluent organic load was between 400 and 600 mg COD L−1, while the suspended solids removal efficiency varied between 75 and 95%. Average biogas production ranged between 3 and 4 L g−1 COD removed. The anaerobic reactor effluent was further treated in a laboratory-scale activated sludge treatment plant. Aerobic treatment reduced the organic load even further to 85–175 mg COD L−1. However, the final effluent still retained a significant level of colour. Removal of colour was possible by ozonation or coagulation. Finally, the treated effluent was non-ecotoxic, as indicated by the Daphnia magna toxicity test. This treatment method showed that it is feasible to treat olive mill wastewater in a municipal wastewater treatment plant by means of a high-rate anaerobic reactor located between the primary clarifier and the aeration tank. | en |
| Type of Item | Peer-Reviewed Journal Publication | en |
| Type of Item | Δημοσίευση σε Περιοδικό με Κριτές | el |
| License | http://creativecommons.org/licenses/by/4.0/ | en |
| Date of Item | 2015-11-18 | - |
| Date of Publication | 2006 | - |
| Subject | Domestic effluent | en |
| Subject | Domestic sewage | en |
| Subject | Domestic wastewater | en |
| Subject | Effluent (Sewage) | en |
| Subject | Industrial effluent | en |
| Subject | Industrial wastewater | en |
| Subject | Sewage effluent | en |
| Subject | Waste water | en |
| Subject | Waste waters | en |
| Subject | Wastewater | en |
| Subject | Wastewaters | en |
| Subject | sewage | en |
| Subject | domestic effluent | en |
| Subject | domestic sewage | en |
| Subject | domestic wastewater | en |
| Subject | effluent sewage | en |
| Subject | industrial effluent | en |
| Subject | industrial wastewater | en |
| Subject | sewage effluent | en |
| Subject | waste water | en |
| Subject | waste waters | en |
| Subject | wastewater | en |
| Subject | wastewaters | en |
| Bibliographic Citation | N. Gizgis, M. Georgiou and E. Diamadopoulos, "Sequential anaerobic/aerobic biological treatment of olive mill wastewater and municipal wastewater," J. Chem. Technol. Biotechnol., vol. 81, no. 9, pp. 1563-1569, Sept. 2006. doi: 10.1002/jctb.1552 | en |
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