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Anaerobic treatment of real textile wastewater with a fluidized bed reactor

Department of Civil and Environmental Engineering, San Diego State University, San Diego, CA 92182, USA; Department of Environmental Engineering, Faculty of Engineering, Middle East Technical University, Inonu Bulvari, Ankara 06531, Turkey
Water Research DOI:10.1016/S0043-1354(02)00577-8 pp.1868-1878

ABSTRACT Anaerobic treatability of a real cotton textile wastewater was investigated in a fluidized bed reactor (FBR) with pumice as the support material. The immobilized biomass or attached volatile solids level on the support material was 0.073 g VSS/g support material at the end of the 128-d start-up period. During the operation period, real cotton textile wastewater was fed to the anaerobic FBR both unsupplemented (in Stages 1 and 2) and supplemented (with synthetic municipal wastewater in Stage 3 and glucose in Stages 4–6). The effect of operational conditions such as organic loading rate (OLR), hydraulic retention time (HRT), influent glucose concentration as the co-substrate, etc. was investigated to achieve the maximum color removal efficiency in the reactor. Results indicated that anaerobic treatment of textile wastewater studied was possible with the supplementation of an external carbon source in the form of glucose (about 2 g/l). The corresponding maximum COD, BOD5 and color removals were found to be around 82%, 94% and 59%, respectively, for HRT of around 24 h and OLR of 3 kg COD/m3/d. Further increase in external carbon source added to real textile wastewater did not improve the color removal efficiency of the anaerobic FBR reactor.

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Keywords

128-d start-up period
 
anaerobic FBR
 
anaerobic FBR reactor
 
Anaerobic treatability
 
color removal efficiency
 
color removals
 
corresponding maximum COD
 
external carbon source
 
fluidized bed reactor
 
hydraulic retention time
 
immobilized biomass
 
influent glucose concentration
 
maximum color removal efficiency
 
operation period
 
organic loading rate
 
real cotton textile wastewater
 
real textile wastewater
 
Stages 1
 
synthetic municipal wastewater
 
volatile solids level