Anaerobic Co-Treatability of Olive Mill Wastewaters and Domestic Wastewater

dc.contributor.advisor Sofuoğlu, Aysun
dc.contributor.advisor Sofuoğlu, Aysun
dc.contributor.author Atayol, Ahmet Avni
dc.contributor.other 03.02. Department of Chemical Engineering
dc.contributor.other 03. Faculty of Engineering
dc.contributor.other 01. Izmir Institute of Technology
dc.date.accessioned 2014-07-22T13:51:44Z
dc.date.available 2014-07-22T13:51:44Z
dc.date.issued 2003-09
dc.description Thesis (Master)--Izmir Institute of Technology, Environmental Engineering, İzmir, 2003 en_US
dc.description Includes bibliographical references (leaves: 53-58) en_US
dc.description Text in English; Abstract: Turkish and English en_US
dc.description xi 58 leaves en_US
dc.description.abstract Handling of olive mill wastewater (OMW) constitute an important problem for Mediterranean countries in general and western parts of Turkey in particular. This wastewater is seasonally produced and has high organic pollutant concentrations. Many treatment methods have been tried for its treatment, but a method having both sufficient treatment efficiency and economical feasibility could not be offered.Anaerobic treatment, having the advantages of applicability to high-strength and/or seasonal wastewaters, energy production and reduced costs, may be a good option. But olive mill wastewater is considered still to be highly polluted and not to have sufficient nutrients while domestic wastewater (DW) is assessed to be dilute and to have nutrients in excess for anaerobic treatment. Therefore anaerobic co-treatment of these wastewaters may be a better solution.In this study, the anaerobic co-treatability of OMW and DW was investigated by means of anaerobic treatability assays called Biochemical Methane Potential (BMP) tests. These tests were applied to OMW and DW mixtures of different ratios (OMW:DW of 1:9, 1:5, 1:3, 1:1, 1:0) at different organic loadings (4553 mg/l, 9107 mg/l, 13660 mg/l, 22767 mg/l and 34150 mg/l Chemical Oxygen Demand (COD) loading) with two different seed cultures. In order to determine the effect of nutrient addition, and the complementarity of these wastewaters, all tests were carried out both with (BM+) and without (BM-) the addition of a nutrient solution (basal medium).Results of the experiments showed treatment efficiencies around 80% at 4553 mg/l COD loading and around 70% at higher loadings for samples seeded with the culture obtained from the treatment plant of Efes Pilsen Brewery in İzmir, Turkey. For samples seeded with the culture obtained from the anaerobic digesters of Ankara Municipal Wastewater Treatment Plant, results were between 61% and 82% with the higher efficiencies at medium COD loading levels. A meaningful relation between DW content and treatment efficiency could not be observed; but the performance ratio of BMreactors to BM+ reactors increased with increasing DW content in the mixture, indicating the positive effect of DW addition. Reactors seeded with Efes culture did not require an acclimation period, while those seeded with Ankara culture did so. Efes seeded reactors, at all COD loadings, performed most of the gas production, around 75-80%, in about 15-20 days. Ankara seeded BM+ reactors required about 25 days for 80% production, while this period was about 35-45 days for BM- reactors. en_US
dc.identifier.uri https://hdl.handle.net/11147/3526
dc.language.iso en en_US
dc.publisher Izmir Institute of Technology en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject.lcc TD756.45 A83 2003 en
dc.subject.lcsh Sewage--Purification--Anaerobic treatment en
dc.subject.lcsh Food industry and trade--Waste disposal en
dc.subject.lcsh Olive oil mils en
dc.title Anaerobic Co-Treatability of Olive Mill Wastewaters and Domestic Wastewater en_US
dc.type Master Thesis en_US
dspace.entity.type Publication
gdc.author.institutional Atayol, Ahmet Avni
gdc.author.institutional Sofuoğlu, Aysun
gdc.coar.access open access
gdc.coar.type text::thesis::master thesis
gdc.description.department Thesis (Master)--İzmir Institute of Technology, Environmental Engineering en_US
gdc.description.publicationcategory Tez en_US
gdc.description.scopusquality N/A
gdc.description.wosquality N/A
relation.isAuthorOfPublication 52314f03-3f00-4f27-834b-1e4d4b227ac9
relation.isAuthorOfPublication.latestForDiscovery 52314f03-3f00-4f27-834b-1e4d4b227ac9
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