TY - JOUR
T1 - Dynamic membrane bioreactor performance for treatment of municipal wastewaters at different sludge concentrations
AU - Isik, Onur
AU - Batyrow, Merdan
AU - Abdelrahman, Amr Mustafa
AU - Orman, Irem
AU - Ozgun, Hale
AU - Ersahin, Mustafa Evren
AU - Pasaoglu, Mehmet Emin
AU - Demir, Ibrahim
AU - Koyuncu, Ismail
N1 - Publisher Copyright:
© 2021 Elsevier B.V.
PY - 2021/5
Y1 - 2021/5
N2 - In this study, the effect of sludge concentration on the performance of an aerobic dynamic membrane bioreactor (DMBR) was investigated. Low-cost polyester hollow fiber support material was used for the formation of dynamic membrane (DM). Treatment and filtration performances of the DMBR were investigated at two different sludge concentrations (5 g/L; 10 g/L). Both DMBRs were operated at a flux of 18 L/m2 h The DM could be operated at steady conditions for 51 and 24 days at sludge concentrations of 5 and 10 g/L, respectively. High treatment performance and permeate quality were achieved at each sludge concentration. High chemical oxygen demand (COD) removal (>88%), low total suspended solids (TSS) concentrations (<10 mg/L), and low turbidity values (<1.15 NTU) were achieved by both DMs. However, a shift to a relatively larger range in particle size distribution of permeate were observed at high sludge concentration. Furthermore, higher transmembrane pressure was observed at the sludge concentration of 10 g/L, resulting in a rapid clogging. At the tested conditions, overall results indicated that selection of the optimum sludge concentration played a significant role in achieving homogeneous and stable DM layer in DMBRs.
AB - In this study, the effect of sludge concentration on the performance of an aerobic dynamic membrane bioreactor (DMBR) was investigated. Low-cost polyester hollow fiber support material was used for the formation of dynamic membrane (DM). Treatment and filtration performances of the DMBR were investigated at two different sludge concentrations (5 g/L; 10 g/L). Both DMBRs were operated at a flux of 18 L/m2 h The DM could be operated at steady conditions for 51 and 24 days at sludge concentrations of 5 and 10 g/L, respectively. High treatment performance and permeate quality were achieved at each sludge concentration. High chemical oxygen demand (COD) removal (>88%), low total suspended solids (TSS) concentrations (<10 mg/L), and low turbidity values (<1.15 NTU) were achieved by both DMs. However, a shift to a relatively larger range in particle size distribution of permeate were observed at high sludge concentration. Furthermore, higher transmembrane pressure was observed at the sludge concentration of 10 g/L, resulting in a rapid clogging. At the tested conditions, overall results indicated that selection of the optimum sludge concentration played a significant role in achieving homogeneous and stable DM layer in DMBRs.
KW - Dynamic membrane
KW - Hollow fiber
KW - MBR
KW - Municipal wastewater
KW - Sludge concentration
UR - http://www.scopus.com/inward/record.url?scp=85102038793&partnerID=8YFLogxK
U2 - 10.1016/j.eti.2021.101452
DO - 10.1016/j.eti.2021.101452
M3 - Article
AN - SCOPUS:85102038793
SN - 2352-1864
VL - 22
JO - Environmental Technology and Innovation
JF - Environmental Technology and Innovation
M1 - 101452
ER -