Filter clogging in coarse pore filtration activated sludge process under high MLSS concentration.
Coarse pore filtration activated sludge process is a type of hybrid process in which the secondary settling tank of the conventional activated sludge process is replaced by non- woven and coarse pore filter modules. The filter has pores, which are irregular in shape, and much bigger than micro-filtration membrane pores in size. The objective of the study is to find out the effect of the microbial community structure on filter clogging in the coarse pore filtration activated sludge process under high MLSS concentration in aerobic and anoxic/aerobic (A/A) conditions. Filter clogging started from day 65 and 70 in the A/A and aerobic process, respectively, but it was more severe in the A/A process compared to that in the aerobic process. EPS contents of sludge did not change significantly during the operation in both processes, and did not have a crucial effect on the observed filter clogging. There was no strong evidence for direct effect of the type and number of metazoa on filter clogging. The main difference between aerobic sludge and A/A sludge during the filter clogging period was the relative abundance of filamentous bacteria. According to the obtained results, it can be concluded that a higher presence of filamentous bacteria could reduce the severity of filter clogging in a coarse pore filtration activated sludge process.
Moghaddam
M R Alavi
MR
Department of Civil and Environmental Engineering, Amirkabir University of Technology (AUT), Hafez St, Tehran, Iran. alavi@aut.ac.ir
Guan
Y
Y
Satoh
H
H
Mino
T
T
D001420:Bacteria, Aerobic / Q000378:metabolism; D019149:Bioreactors; D005374:Filtration / Q000295:instrumentation*; D008851:Micropore Filters; D010316:Particle Size; D012722:Sewage / Q000737:chemistry / Q000382:microbiology*; D013997:Time Factors; D018508:Water Purification / Q000295:instrumentation / Q000379:methods*
D012722:Sewage