TY - JOUR
T1 - Synergistic antifouling and organic removal using Fe/N co-doped biochar-modified ceramic membranes via in situ peroxymonosulfate activation
AU - Liu, Rong
AU - Zhu, Ye
AU - Ren, Peng
AU - Fan, Jinge
AU - Wang, Yadong
AU - Liu, Mengwen
AU - Shang, Yabo
AU - Xu, Lu
AU - Bai, Xue
AU - Shi, Xuan
AU - Jin, Xin
AU - Jin, Pengkang
N1 - Publisher Copyright:
© 2026 Elsevier B.V.
PY - 2026/5/15
Y1 - 2026/5/15
N2 - In this study, catalytic ceramic membranes (CMs) were modified with N-doped biochar (N-C-CM) and Fe/N co-doped biochar (Fe/N-C-CM) to mitigate membrane fouling and improve pollutant removal during advanced wastewater treatment. The developed catalytic CM filtration system combined peroxymonosulfate activation with filtration, enabling in situ oxidation for enhanced organic removal and membrane self-cleaning. Compared with pristine CMs and N-C-CM, Fe/N-C-CM demonstrated superior pollutant removal efficiency and anti-fouling performance. Under optimal conditions, Fe/N-C-CM achieved significantly higher removal efficiencies for the model foulants, namely sodium alginate (SA) and bovine serum albumin (BSA). Specifically, Fe/N-C-CM removed 55.85% of SA and 83.13% of BSA. In contrast, N-C-CM removed 23.71% of SA and 54.04% of BSA. Additionally, Fe/N-C-CM suppressed pore blockage and cake layer formation, thereby effectively mitigating both reversible and irreversible fouling. In the N-C-CM system, the primary reactive oxygen species were SO4−•/•OH. In Fe/N-C-CM, the dominant reactive species shifted to singlet oxygen (1O2). The highly selective 1O2-mediated reaction facilitated efficient pollutant mineralization. To assess its practical feasibility, Fe/N-C-CM was used to treat secondary effluent from a wastewater treatment plant. Under optimal conditions, Fe/N-C-CM achieved 68.45% total organic carbon removal and reduced the turbidity of the treated effluent to undetectable levels. Notably, Fe/N-C-CM maintained high flux and fouling resistance over multiple cycles, indicating robust stability and effective self-cleaning. This study provides a sustainable approach combining advanced oxidation with membrane technology for efficient wastewater reclamation.
AB - In this study, catalytic ceramic membranes (CMs) were modified with N-doped biochar (N-C-CM) and Fe/N co-doped biochar (Fe/N-C-CM) to mitigate membrane fouling and improve pollutant removal during advanced wastewater treatment. The developed catalytic CM filtration system combined peroxymonosulfate activation with filtration, enabling in situ oxidation for enhanced organic removal and membrane self-cleaning. Compared with pristine CMs and N-C-CM, Fe/N-C-CM demonstrated superior pollutant removal efficiency and anti-fouling performance. Under optimal conditions, Fe/N-C-CM achieved significantly higher removal efficiencies for the model foulants, namely sodium alginate (SA) and bovine serum albumin (BSA). Specifically, Fe/N-C-CM removed 55.85% of SA and 83.13% of BSA. In contrast, N-C-CM removed 23.71% of SA and 54.04% of BSA. Additionally, Fe/N-C-CM suppressed pore blockage and cake layer formation, thereby effectively mitigating both reversible and irreversible fouling. In the N-C-CM system, the primary reactive oxygen species were SO4−•/•OH. In Fe/N-C-CM, the dominant reactive species shifted to singlet oxygen (1O2). The highly selective 1O2-mediated reaction facilitated efficient pollutant mineralization. To assess its practical feasibility, Fe/N-C-CM was used to treat secondary effluent from a wastewater treatment plant. Under optimal conditions, Fe/N-C-CM achieved 68.45% total organic carbon removal and reduced the turbidity of the treated effluent to undetectable levels. Notably, Fe/N-C-CM maintained high flux and fouling resistance over multiple cycles, indicating robust stability and effective self-cleaning. This study provides a sustainable approach combining advanced oxidation with membrane technology for efficient wastewater reclamation.
KW - Catalytic membrane
KW - Dissolved organic matters
KW - Membrane fouling
KW - Peroxymonosulfate
KW - Secondary effluent
UR - https://www.scopus.com/pages/publications/105034891316
U2 - 10.1016/j.cej.2026.175965
DO - 10.1016/j.cej.2026.175965
M3 - 文章
AN - SCOPUS:105034891316
SN - 1385-8947
VL - 536
JO - Chemical Engineering Journal
JF - Chemical Engineering Journal
M1 - 175965
ER -