The performance of UASB reactors treating high-strength wastewaters

dc.contributor.authorAslan, Sibel
dc.contributor.authorSekerdag, Nusret
dc.date.accessioned2026-08-12T17:03:22Z
dc.date.issued2008
dc.departmentFırat Üniversitesi
dc.description.abstractIn the study reported here, the authors investigated the influence of hydraulic loading rate, organic loading rate, and recycle rate on the performance of upflow anaerobic sludge blanket (UASB) reactors treating high-strength wastewaters. For this purpose, they used two identical reactors. The removal rates for chemical oxygen demand (COD), total kjeldahl nitrogen (TKN), total phosphorus (TP), total solids (TS), total suspended solids (TSS), and volatile solids (VS) were investigated for various hydraulic loading rates, and COD removal rates were investigated for various organic loading rates, In Reactor 1, a COD removal rate of 84.75 percent was achieved at influent COD of 8,000 mg/L and a hydraulic loading rate of 0.121 cubic meters per cubic meter per day (m3/m3-d). In Reactor 2, a COD removal rate of 82.83 percent was achieved at influent COD of 12,000 mg/L and a hydraulic loading rate of 0,069 m3/m3-d. Although the COD removal rates of the reactors were high, TKN and TP removal rates were low. The removal rates usually decreased when hydraulic and organic loading rates were increased.
dc.identifier.endpage36
dc.identifier.issn0022-0892
dc.identifier.issue6
dc.identifier.orcid0000-0003-3454-798X
dc.identifier.pmid18236935
dc.identifier.scopus2-s2.0-39549118402
dc.identifier.scopusqualityQ4
dc.identifier.startpage32
dc.identifier.urihttps://hdl.handle.net/11508/48261
dc.identifier.volume70
dc.identifier.wosWOS:000252164800005
dc.identifier.wosqualityQ4
dc.indekslendigikaynakWeb of Science
dc.indekslendigikaynakScopus
dc.indekslendigikaynakPubMed
dc.language.isoen
dc.publisherNatl Environ Health Assoc
dc.relation.ispartofJournal of Environmental Health
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_WoS_20260511
dc.subjectWaste-Water Treatment
dc.subjectAnaerobic Treatment
dc.subjectStart-up
dc.subjectGranulation
dc.subjectRemoval
dc.subjectSewage
dc.titleThe performance of UASB reactors treating high-strength wastewaters
dc.typeArticle

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