A ‘composite membrane’ bioreactor

1989 ◽  
Vol 52 (2) ◽  
pp. 229-239 ◽  
Author(s):  
Lucio D'ilario ◽  
Maurizio M. Steffan
2011 ◽  
Vol 5 (4) ◽  
pp. 604-609 ◽  
Author(s):  
Lihui Zhang ◽  
Guomin Cao ◽  
Yulei Fei ◽  
Hong Ding ◽  
Mei Sheng ◽  
...  

1989 ◽  
Vol 53 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Lucio D'ilario ◽  
Maurizio M. Steffan

2003 ◽  
Vol 37 (18) ◽  
pp. 4228-4234 ◽  
Author(s):  
Inge De Bo ◽  
Jeroen Heyman ◽  
Jochen Vincke ◽  
Willy Verstraete ◽  
Herman Van Langenhove

2014 ◽  
Vol 8 (1) ◽  
pp. 142-149 ◽  
Author(s):  
Jian Guan ◽  
Yuan Xiao ◽  
Jimin Song ◽  
Junhe Miao

2013 ◽  
Vol 864-867 ◽  
pp. 2083-2089 ◽  
Author(s):  
Guo Min Cao ◽  
Li Hui Zhang ◽  
Mei Sheng ◽  
Yong Di Liu

A composite membrane bioreactor (CMBR) integrating the immobilized cell technique and the membrane separation technology was developed for biological denitrification of groundwater. In CMBR the groundwater and external carbon source (ethanol solution) are separated by the composite membranes consisting of a microporous membrane facing the groundwater and a plate-like immobilized cell membrane facing the ethanol solution. Nitrate and ethanol molecules diffused from the respective frames into the plate-like immobilized cell membrane where nitrate was reduced to gaseous nitrogen by the denitrifying bacteria present there with ethanol as carbon source. The microporous membrane attached to one side of plate-like immobilized cell membrane was used to separate product water from a plate-like immobilized cell membrane for retention of the disaggregated bacteria. Using the CMBR for groundwater denitrification, the over dosed external carbon source can be reused, and its treatment performance was perfect during continuous operation up to 98 days, and almost all effluent NO3--N, NO2--N, and CODMn concentrations are below their maximum contaminant levels as the NO3--N loading was less than 4.968 g.m-2.d-1.


2020 ◽  
Vol 30 (1) ◽  
pp. 1-8
Author(s):  
Bo Woo Lee ◽  
◽  
Sunwoo Lee ◽  
Rajkumar Patel

2007 ◽  
Vol 55 (7) ◽  
pp. 79-86 ◽  
Author(s):  
J.H. Ho ◽  
S.K. Khanal ◽  
S. Sung

Non-woven fabric filter and poly-tetrafluoroethylene (PTFE) composite membrane were investigated to determine their applicability to treat low strength wastewater in an anaerobic membrane bioreactor (AMBR). Sludge cake resistance of the membrane was quantified using pure water flux of anaerobic sludge cake accumulated on the glass fiber filter of similar pore size. It is hypothesized that the formation of thin cake layer on the porous medium, e.g. non-woven and PTFE acts as a dynamic membrane. Thus, the capture of thin sludge cake inside the non-woven fabric matrix and accumulation on the PTFE membrane surface forms a membrane system equivalent to a commercial membrane system. The permeate quality was found to improve as the cake became more dense with filtration time. The PTFE composite membrane coated with thin PTFE film on the non-woven fabric filter enhanced the filtration performance by improving flux and minimizing the propensity of bio-fouling. The membrane flux was restored by back-flushing with permeate. The AMBR coupled with PTFE laminated membrane was operated continuously during the experiment at a cross flow velocity (CFV) of 0.1–0.2 m/sec and a transmembrane pressure (TMP) of 0.5–3 psi. Although about a month of acclimation was required to reach steady state, the effluent chemical oxygen demand (COD), volatile fatty acids (VFAs) as acetic acid, and suspended solids (SS) concentrations were below 30, 20 and 10 mg/L, respectively, during 90 days of operation with intermittent back washing. The lower operation TMP and CFV were subjected to less shear stress on the microbial community during continuous AMBR operation. In addition, thin sludge film accumulated on the membrane surface also acted as a biofilm bioreactor to remove additional COD in this study


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