شماره ركورد كنفرانس :
4518
عنوان مقاله :
Fouling and Biomass Growth in Membrane Bioreactor (MBR)
Author/Authors :
Alireza Hemmati Research Center for Membrane Separation Processes , Fereshteh Naeimpoor Biotechnology Research Laboratory, School of Chemical Engineering, Iran University of Science and Technology (IUST), Narmak, Tehran, Iran , Toraj Mohammdi Research Center for Membrane Separation Processes
كليدواژه :
Submerged membrane bioreactor (SMBR) , hollow fiber membrane , membrane fouling , Hydraulic retention time
عنوان كنفرانس :
The 7th International Chemical Engineering Congress & Exhibition (IChEC 2011
چكيده لاتين :
Treatment processes for wastewater renovation can be classified in a number of ways. Membrane
bioreactor is a new method. Submerged membrane bioreactors (SMBRs) having many advantages
in wastewater treatment. Application of membrane bioreactors (MBRs) for treatment of organic
wastewaters is rapidly increasing. The effect of hydraulic retention time (HRT) was investigated in
this research. A 5-liter glass vessel equipped with an immersed PVDF hollow fiber membrane
module was used as MBR unit. Phenol was selected due to the toxicity of phenolic compounds
present in wastewater of many industries. Acclimatized activated sludge with phenol during a
period of 2 months was used as microbial source. Phenol and COD concentrations in the influent
were set at 1000 mg/L and 2380 mg/L, respectively. The effect of HRT on system performance
was investigated. Results showed that more than 99% phenol could be achieved at all HRTs
confirming the high ability of this system in removing organic pollutants. Then effect of HRT on
membrane fouling was investigated. Results showed that membrane fouling is most significant at
the lowest HRT. Finally, effects of, mixed liquor suspended solid (MLSS) and mixed liquor
volatile suspended solid (MLVSS) were determined as the biological system growth. The results
showed that HRT does not affect MLSS while it increases continuously with time. But in low
HRT increase with high incline. MLVSS depends on HRT and it show increases at first and then
remains constant. Overall, the most appropriate operating condition for phenolic wastewater
treatment using MBR was found to be HRT = 8 h, due to highest influent flow rates.