TY - JOUR
T1 - Performance enhancement of MBR operated with aerobic granules on membrane filterability improvement
AU - Jang, Am
AU - Jang, Namjung
AU - Ren, Xianghao
AU - Kim, I. S.
PY - 2012
Y1 - 2012
N2 - Due to the classic pitfalls of activated sludge processes and increasingly stringent water quality requirements, leading to progressively tighter limits on BOD and nutrient discharge, there is a need to remediate and manage our water resources more efficiently and in a more cost-effective and sustainable manner. Although membrane bioreactor (MBR) has been considered as a technology that guarantees a relatively small footprint and high water quality, they are still susceptible to membrane fouling. Membrane fouling in MBRs is mainly caused by the accumulation of microbial substances, such as extracellular polymeric substances and soluble microbial substances on or in the membrane. Here, an aerobic granule is suggested as a solution to reduce membrane fouling; accordingly, a compact MBR with aerobic granules was studied in an attempt to improve the quality of effluent related to activated sludge processes. Even though various granular sizes were formed, the granule sizes were from 0.1 ± 0.15 to 0.5 ± 0.25mm, rarely exceeding 0.75mm.
AB - Due to the classic pitfalls of activated sludge processes and increasingly stringent water quality requirements, leading to progressively tighter limits on BOD and nutrient discharge, there is a need to remediate and manage our water resources more efficiently and in a more cost-effective and sustainable manner. Although membrane bioreactor (MBR) has been considered as a technology that guarantees a relatively small footprint and high water quality, they are still susceptible to membrane fouling. Membrane fouling in MBRs is mainly caused by the accumulation of microbial substances, such as extracellular polymeric substances and soluble microbial substances on or in the membrane. Here, an aerobic granule is suggested as a solution to reduce membrane fouling; accordingly, a compact MBR with aerobic granules was studied in an attempt to improve the quality of effluent related to activated sludge processes. Even though various granular sizes were formed, the granule sizes were from 0.1 ± 0.15 to 0.5 ± 0.25mm, rarely exceeding 0.75mm.
KW - Aerobic granules
KW - Extracellular polymeric substance (EPS)
KW - Fouling
KW - Membrane bioreactor (MBR)
KW - Soluble microbial substances (SMP)
UR - https://www.scopus.com/pages/publications/84861125330
U2 - 10.1080/19443994.2012.672222
DO - 10.1080/19443994.2012.672222
M3 - Article
AN - SCOPUS:84861125330
SN - 1944-3994
VL - 43
SP - 323
EP - 331
JO - Desalination and Water Treatment
JF - Desalination and Water Treatment
IS - 1-3
ER -