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contributor authorSamir Kumar Khanal
contributor authorJu-Chang Huang
date accessioned2017-05-08T21:38:57Z
date available2017-05-08T21:38:57Z
date copyrightDecember 2003
date issued2003
identifier other%28asce%290733-9372%282003%29129%3A12%281104%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58220
description abstractIn this study, oxidation-reduction potential (ORP) was employed to regulate oxygen dosing for online sulfide toxicity control during anaerobic treatment of high sulfate wastewater. The experiment was conducted in an upflow anaerobic filter, which was operated at a constant influent total organic carbon of 6,740 mg/L [equivalent to a chemical oxygen demand (COD) of 18,000 mg/L], but with different influent sulfates of 1,000, 3,000, and 6,000 mg/L. The reactor was initially run at natural ORP (the system’s ORP without oxygenation) of about
publisherAmerican Society of Civil Engineers
titleAnaerobic Treatment of High Sulfate Wastewater with Oxygenation to Control Sulfide Toxicity
typeJournal Paper
journal volume129
journal issue12
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2003)129:12(1104)
treeJournal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 012
contenttypeFulltext


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