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contributor authorAnthony G. Collins
contributor authorThomas L. Theis
contributor authorSrinivas Kilambi
contributor authorLin He
contributor authorSpyros G. Pavlostathis
date accessioned2017-05-08T21:24:25Z
date available2017-05-08T21:24:25Z
date copyrightJuly 1998
date issued1998
identifier other%28asce%290733-9372%281998%29124%3A7%28652%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50253
description abstractA significant potential exists to lower energy consumption and reduce sludge production by incorporating anaerobic processes into wastewater treatment trains. The specific treatment arrangement studied in this case is the anaerobic treatment of primary clarifier effluent of wastewater treatment plants. Anaerobic batch assays showed that the primary clarifier effluent used in this study was ultimately 90% or more anaerobically biodegradable, thus suitable for anaerobic treatment. The anaerobic expanded bed reactor (AEBR) performed well over a wide range of influent CODs and temperatures, especially under severe conditions (5°C and 50 mg/L influent COD). The most efficient treatment was obtained with HRTs of three to six hours and influent COD of approximately 150 mg/L. Start-up of the reactor took about 60 days at 30°C and 80 days at 20°C.
publisherAmerican Society of Civil Engineers
titleAnaerobic Treatment of Low-Strength Domestic Wastewater Using an Anaerobic Expanded Bed Reactor
typeJournal Paper
journal volume124
journal issue7
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(1998)124:7(652)
treeJournal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 007
contenttypeFulltext


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