Show simple item record

contributor authorAbid Ali Khan
contributor authorRubia Zahid Gaur
contributor authorBeni Lew
contributor authorIndu Mehrotra
contributor authorA. A. Kazmi
date accessioned2017-05-08T21:41:53Z
date available2017-05-08T21:41:53Z
date copyrightJune 2011
date issued2011
identifier other%28asce%29ee%2E1943-7870%2E0000357.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/59768
description abstractThe treatment of effluent of pilot- and full-scale upflow anaerobic sludge blanket (UASB) reactors operating at steady state was studied in an aeration-settling system. The fine pore submerged diffusers were used to aerate the effluent of UASB reactors under different operating conditions. Forty to 55% of the biochemical oxygen demand (BOD) and the chemical oxygen demand (COD) removal efficiencies were achieved by the direct aeration of the UASB effluent in the laboratory. The maximum removal efficiencies were achieved at 30 min hydraulic retention time (HRT) and a dissolved oxygen (DO) of
publisherAmerican Society of Civil Engineers
titleEffect of Aeration on the Quality of Effluent from UASB Reactor Treating Sewage
typeJournal Paper
journal volume137
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0000348
treeJournal of Environmental Engineering:;2011:;Volume ( 137 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record