Performance investigation of a jet loop membrane bioreactor for the treatment of an actual olive mill wastewater

Autor: İbrahim Cengiz, Alper Nuhoglu, Nejdet Değermenci, Ergun Yildiz
Přispěvatelé: Bayburt University
Rok vydání: 2016
Předmět:
Biochemical oxygen demand
jet loop membrane bioreactor
food industry
0208 environmental biotechnology
02 engineering and technology
Wastewater
010501 environmental sciences
Membrane bioreactor
Waste Disposal
Fluid
01 natural sciences
bioreactor
Bioreactors
equipment design
Jet loop reactor
phenol
pollutant removal
Waste Management and Disposal
Olive mill wastewater
anoxic conditions
pH
Chemistry
Chemical oxygen demand
General Medicine
oxygen consumption
wastewater treatment
retention time
Sewage treatment
devices
conductance
Environmental Engineering
Industrial Waste
waste water management
Management
Monitoring
Policy and Law
chemistry
olive tree
Article
Aerobic treatment
chemical oxygen demand
bioremediation
Olea
Bioreactor
sewage
Waste Water
procedures
Food-Processing Industry
Effluent
0105 earth and related environmental sciences
Biological Oxygen Demand Analysis
Chromatography
Membrane reactor
isolation and purification
membrane reactor
020801 environmental engineering
sludge
jet flow
biochemical oxygen demand
performance assessment
effluent
Zdroj: Journal of Environmental Management. 184:441-447
ISSN: 0301-4797
DOI: 10.1016/j.jenvman.2016.10.014
Popis: In this study, following the pre-treatment of olive mill wastewater (OMW), its treatment in a jet loop membrane bioreactor (ILMBR) was investigated. Among the pre-treatment options, the configuration composed of physical settling, cartridge filter and ceramic membrane showed the best performance in terms of investigated parameters. For the JLMBR that was fed by pretreated OMW, up to 93 and 87% removal efficiencies were achieved for the chemical oxygen demand (COD) and total phenol, respectively, at volumetric organic load (VOL) of 17.8 kg COD/m(3) day. The calculated specific oxygen uptake rate (SOUR) values were in the range 7.7-34.7 g O-2/kg MLVSS h. When even hydraulic retention times (HRT) values decreased by a factor of 1:24, system performance in terms of COD and total phenol removal remained almost stable. Decreasing the sludge retention time (SRT) to three days made considerable perturbations for the system performance, increasing the effluent COD and total phenol values in 900 and 80 mg/L, respectively. The JLMBR showed a high overall performance for the treatment of an actual OMW under the evaluated operational conditions. (C) 2016 Elsevier Ltd. All rights reserved.
Databáze: OpenAIRE
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