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contributor authorda Silva Tatiana Santos;Matsumoto Tsunao;dos Anjos Mariane Luz;Albertin Liliane Lazzari
date accessioned2019-02-26T07:40:48Z
date available2019-02-26T07:40:48Z
date issued2018
identifier other%28ASCE%29EE.1943-7870.0001393.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4248674
description abstractThe control of biofilm thickness is one of the challenges of using the membrane aerated biofilm reactor (MABR) because high thicknesses block oxygen and substrates transferred to the biofilm layers, resulting in MABR performance decay. This research used two recirculation flow velocities for biofilm thickness control: .25  m/s in the first experiment and .65  m/s in the second experiment, and activity was evaluated through the chemical oxygen demand (COD) removal rate. In the MABR operated in sequential batches using raw domestic sewage, COD removal efficiencies of 56 and 83% were reached for the first and second recirculation velocities, with COD concentration in influent and effluent of 44 and 19  mg/L in the first experiment and 42 and 7  mg/L in the second experiment, respectively. Thus, the variation of the recirculation velocity was shown as an option for biofilm thickness control in MABR.
publisherAmerican Society of Civil Engineers
titleOrganic Matter Removal in a Membrane-Aerated Biofilm Reactor
typeJournal Paper
journal volume144
journal issue8
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001393
page4018057
treeJournal of Environmental Engineering:;2018:;Volume ( 144 ):;issue: 008
contenttypeFulltext


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