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Article: Anaerobic treatment of brewery effluent

TitleAnaerobic treatment of brewery effluent
Authors
Fang, HHPJinfu, ZGuohua, L
Issue Date1989
PublisherSpringer Verlag Dordrecht. The Journal's web site is located at http://springerlink.metapress.com/openurl.asp?genre=journal&issn=0141-5492
Citation
Biotechnology Letters, 1989, v. 11 n. 9, p. 673-678 How to Cite?
DOI: http://dx.doi.org/10.1007/BF01025281
AbstractBrewery effluent with high organic content was treated anaerobically in a 1.17 m3 reactor over five months. At 26°C, and with a HRT of 13.3 hrs and a loading rate of 4.9 kg COD/m3d, the process reduced over 89% of COD and 92% of BOD5 from the brewery effluent; both reductions could be further improved by more effective removal of suspended solids. © 1989 Kluwer Academic Publishers.
Persistent Identifierhttp://hdl.handle.net/10722/150410
ISSN
0141-5492
2021 Impact Factor: 2.716
2020 SCImago Journal Rankings: 0.548
ISI Accession Number ID
WOS:A1989AT30000016

 

DC FieldValueLanguage
dc.contributor.authorFang, HHPen_US
dc.contributor.authorJinfu, Zen_US
dc.contributor.authorGuohua, Len_US
dc.date.accessioned2012-06-26T06:04:25Z-
dc.date.available2012-06-26T06:04:25Z-
dc.date.issued1989en_US
dc.identifier.citationBiotechnology Letters, 1989, v. 11 n. 9, p. 673-678en_US
dc.identifier.issn0141-5492en_US
dc.identifier.urihttp://hdl.handle.net/10722/150410-
dc.description.abstractBrewery effluent with high organic content was treated anaerobically in a 1.17 m3 reactor over five months. At 26°C, and with a HRT of 13.3 hrs and a loading rate of 4.9 kg COD/m3d, the process reduced over 89% of COD and 92% of BOD5 from the brewery effluent; both reductions could be further improved by more effective removal of suspended solids. © 1989 Kluwer Academic Publishers.en_US
dc.languageengen_US
dc.publisherSpringer Verlag Dordrecht. The Journal's web site is located at http://springerlink.metapress.com/openurl.asp?genre=journal&issn=0141-5492en_US
dc.relation.ispartofBiotechnology Lettersen_US
dc.titleAnaerobic treatment of brewery effluenten_US
dc.typeArticleen_US
dc.identifier.emailFang, HHP:hrechef@hkucc.hku.hken_US
dc.identifier.authorityFang, HHP=rp00115en_US
dc.description.naturelink_to_subscribed_fulltexten_US
dc.identifier.doi10.1007/BF01025281en_US
dc.identifier.scopuseid_2-s2.0-34249972789en_US
dc.identifier.volume11en_US
dc.identifier.issue9en_US
dc.identifier.spage673en_US
dc.identifier.epage678en_US
dc.identifier.isiWOS:A1989AT30000016-
dc.publisher.placeNetherlandsen_US
dc.identifier.scopusauthoridFang, HHP=7402542625en_US
dc.identifier.scopusauthoridJinfu, Z=26324971400en_US
dc.identifier.scopusauthoridGuohua, L=16439869200en_US
dc.identifier.issnl0141-5492-

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