Membrane fouling in a membrane bioreactor (MBR): sludge cake formation and fouling characteristics.
A submerged membrane bioreactor (MBR) with a working volume of 1.4 L and a hollow fiber microfiltration membrane was used to treat a contaminated raw water supply at a short hydraulic retention time (HRT) of approximately 1 h. Filtration flux tests were conducted regularly on the membrane to determine various fouling resistances, and confocal laser scanning microscopy (CLSM) and scanning electron microscopy (SEM) were employed to characterize the biofouling development and sludge cake formation on the membrane. The experimental results demonstrate that the MBR is highly effective in drinking water treatment for the removal of organic pollutants, ammonia, and UV absorbance. During the MBR operation, the fouling materials were not uniformly distributed on the entire surface of all of the membrane fibers. The membrane was covered partially by a static sludge cake that could not be removed by the shear force of aeration, and partially by a thin sludge film that was frequently washed away by aeration turbulence. The filtration resistance coefficients were 308.4 x 10(11) m(-1) on average for the sludge cake, 32.5 x 10(11) m(-1) on average for the dynamic sludge film, and increased from 10.5 x 10(11) to 59.7 x 10(11) m(-1) for the membrane pore fouling after 10 weeks of MBR operation at a filtration flux of 0.5 m3/m2 x d. Polysaccharides and other biopolymers were found to accumulate on the membrane, and hence decreased membrane permeability. More important, the adsorption of biopolymers on the membrane modified its surface property and led to easier biomass attachment and tighter sludge cake deposition, which resulted in a progressive sludge cake growth and serious membrane fouling. The sludge cake coverage on the membrane can be minimized by the separation, with adequate space, of the membrane filters, to which sufficient aeration turbulence can then be applied.
Ping Chu
Hiu
H
Environmental Engineering Research Center, Department of Civil Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China.
Li
Xiao-Yan
XY
D001420:Bacteria, Aerobic / Q000166:cytology / Q000502:physiology*; D018533:Biomass; D019149:Bioreactors / Q000382:microbiology*; D018929:Cell Culture Techniques / Q000295:instrumentation* / Q000379:methods; D049109:Cell Proliferation; D003198:Computer Simulation; D019544:Equipment Failure Analysis; D008567:Membranes, Artificial; D044085:Microfluidics / Q000295:instrumentation / Q000379:methods; D008954:Models, Biological; D010865:Pilot Projects; D012037:Refuse Disposal / Q000295:instrumentation / Q000379:methods; D012722:Sewage / Q000382:microbiology*; D014462:Ultrafiltration / Q000295:instrumentation* / Q000379:methods; D018508:Water Purification / Q000295:instrumentation / Q000379:methods
D008567:Membranes, Artificial; D012722:Sewage