Please use this identifier to cite or link to this item: http://nopr.niscpr.res.in/handle/123456789/4821
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dc.contributor.authorOktem, Yalcın-
dc.contributor.authorTufekci, Nese-
dc.date.accessioned2009-06-26T04:58:00Z-
dc.date.available2009-06-26T04:58:00Z-
dc.date.issued2006-03-
dc.identifier.issn0975-1084 (Online); 0022-4456 (Print)-
dc.identifier.urihttp://hdl.handle.net/123456789/4821-
dc.description248-251en_US
dc.description.abstractIn this study, treatment of brewery wastewater by pilot scale upflow anaerobic sludge blanket (UASB) reactor in mesophilic phase was investigated. UASB reactor was achieved with brewery wastewater to an organic loading rate (OLR) of 7 kg COD/m3-d at 12 m/d upflow velocity with a hydraulic retention time (HRT) of 3.5 day, and chemical oxygen demand (COD) removal efficiency of 95% with a methane yield of 0.30 m3 CH4/kg COD removed. At an OLR 0.20 kg COD/m3-d, sludge concentration was increased and reached even 70000 mg/l at the end of 6 th month. At the end of experiment, a granular sludge with good settling properties was produced.en_US
dc.language.isoen_USen_US
dc.publisherCSIRen_US
dc.relation.ispartofseriesC02Fen_US
dc.sourceJSIR Vol.65(03) [March 2006]en_US
dc.subjectBrewery wastewateren_US
dc.subjectMethane yielden_US
dc.subjectPerformanceen_US
dc.subjectSVIen_US
dc.subjectUASB reactoren_US
dc.titleTreatment of brewery wastewater by pilot scale upflow anaerobic sludge blanket reactor in mesophilic temperatureen_US
dc.typeArticleen_US
Appears in Collections:JSIR Vol.65(03) [March 2006]

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