Performance investigation of a jet loop membrane bioreactor for the treatment of an actual olive mill wastewater

MakaleAçık ErişimScopus SJRQ1
  • SDG 6 · Temiz Su ve Sanitasyon
  • SDG 12 · Sorumlu Üretim ve Tüketim

Özet

In this study, following the pre-treatment of olive mill wastewater (OMW), its treatment in a jet loop membrane bioreactor (JLMBR) was investigated. Among the pre-treatment options, the configuration composed of physical settling, cartridge filter and ceramic membrane showed the best performance in terms of investigated parameters. For the JLMBR that was fed by pretreated OMW, up to 93 and 87% removal efficiencies were achieved for the chemical oxygen demand (COD) and total phenol, respectively, at volumetric organic load (VOL) of 17.8 kg COD/m3 day. The calculated specific oxygen uptake rate (SOUR) values were in the range 7.7–34.7 g O2/kg MLVSS h. When even hydraulic retention times (HRT) values decreased by a factor of 1:24, system performance in terms of COD and total phenol removal remained almost stable. Decreasing the sludge retention time (SRT) to three days made considerable perturbations for the system performance, increasing the effluent COD and total phenol values in 900 and 80 mg/L, respectively. The JLMBR showed a high overall performance for the treatment of an actual OMW under the evaluated operational conditions.

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OpenAlex
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Tam Kayıt
AlanDeğerDil
dc.contributor.authorDeğermenci, Nejdet
dc.contributor.authorCengiz, İbrahim
dc.contributor.authorYildiz, Ergun
dc.contributor.authorNuhoglu, Alper
dc.date.accessioned2026-10-29T19:09:29.680082305Z
dc.date.available2026-10-29T19:09:29.680082305Z
dc.date.issued2016
dc.description.abstractIn this study, following the pre-treatment of olive mill wastewater (OMW), its treatment in a jet loop membrane bioreactor (JLMBR) was investigated. Among the pre-treatment options, the configuration composed of physical settling, cartridge filter and ceramic membrane showed the best performance in terms of investigated parameters. For the JLMBR that was fed by pretreated OMW, up to 93 and 87% removal efficiencies were achieved for the chemical oxygen demand (COD) and total phenol, respectively, at volumetric organic load (VOL) of 17.8 kg COD/m3 day. The calculated specific oxygen uptake rate (SOUR) values were in the range 7.7–34.7 g O2/kg MLVSS h. When even hydraulic retention times (HRT) values decreased by a factor of 1:24, system performance in terms of COD and total phenol removal remained almost stable. Decreasing the sludge retention time (SRT) to three days made considerable perturbations for the system performance, increasing the effluent COD and total phenol values in 900 and 80 mg/L, respectively. The JLMBR showed a high overall performance for the treatment of an actual OMW under the evaluated operational conditions.
dc.description.sponsorshipTÜBİTAK, (106Y250)
dc.description.sponsorshipTürkiye Bilimsel ve Teknolojik Araştirma Kurumu, TÜBITAK
dc.identifier.doi10.1016/j.jenvman.2016.10.014
dc.identifier.eissn1095-8630
dc.identifier.endpage447
dc.identifier.issn0301-4797
dc.identifier.pmid27743833
dc.identifier.scopus2-s2.0-84994372690
dc.identifier.startpage441
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/bayburt/12369
dc.identifier.volume184
dc.identifier.wosWOS:000388778400031
dc.language.isoen
dc.publisherAcademic Press
dc.relation.ispartofJournal of Environmental Management
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectAerobic treatment
dc.subjectJet loop reactor
dc.subjectMembrane bioreactor
dc.subjectOlive mill wastewater
dc.subject.classificationEnvironmental Sciences
dc.subject.classificationEnvironmental Sciences & Ecology
dc.subject.otherBiological Oxygen Demand Analysis
dc.subject.otherBioreactors
dc.subject.otherEquipment Design
dc.subject.otherFood-Processing Industry
dc.subject.otherIndustrial Waste
dc.subject.otherOlea
dc.subject.otherPhenol
dc.subject.otherSewage
dc.subject.otherWaste Disposal, Fluid
dc.subject.otherWaste Water
dc.subject.otheranoxic conditions
dc.subject.otherbioreactor
dc.subject.otherbioremediation
dc.subject.otherchemical oxygen demand
dc.subject.othereffluent
dc.subject.otherjet flow
dc.subject.otherperformance assessment
dc.subject.otherpollutant removal
dc.subject.othersludge
dc.subject.otherwastewater treatment
dc.subject.otherArticle
dc.subject.otherbiochemical oxygen demand
dc.subject.otherconductance
dc.subject.otherjet loop membrane bioreactor
dc.subject.othermembrane reactor
dc.subject.otherolive mill wastewater
dc.subject.otheroxygen consumption
dc.subject.otherpH
dc.subject.otherretention time
dc.subject.otherwaste water management
dc.subject.otherchemistry
dc.subject.otherdevices
dc.subject.otherfood industry
dc.subject.otherisolation and purification
dc.subject.otherolive tree
dc.subject.otherprocedures
dc.titlePerformance investigation of a jet loop membrane bioreactor for the treatment of an actual olive mill wastewater
dc.typeArticle
rdl.citation.openalex33
rdl.citation.scopus33
rdl.citation.wos28
rdl.departmentDepartment of Environmental Engineering, Engineering and Architecture Faculty, Kastamonu University, Kastamonu 37200, Turkey
rdl.departmentDepartment of Environmental Engineering, Engineering Faculty, Bayburt University, Bayburt 69000, Turkey
rdl.departmentDepartment of Environmental Engineering, Engineering Faculty, Atatürk University, Erzurum 25240, Turkey
rdl.oa.statusclosed
rdl.oa.statusgreen
rdl.oa.urlhttps://hdl.handle.net/20.500.12403/571
rdl.scopus.quartileQ1
rdl.sdgSDG06
rdl.sdgSDG12
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.source.indexPUBMED
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)