|
Study on the performance of a PMP hollow fiber membrane module-based membrane aerated biofilm reactor |
| Authors: LI Wenjun, ZHOU Yue, HU Hongjun, WANG Zhaohui, WANG Xiaozu, CUI Chaoliang |
| Units: 1. State Key Laboratory of Materials-Oriented Chemical Engineering, College of Chemical Engineering, Nanjing Tech University, Nanjing 211816, China; 2. National Engineering Research Center for Special Separation Membrane, Nanjing Tech University, Nanjing 211816, China |
| KeyWords: membrane aerated biofilm reactor; poly(4-methyl-1-pentene); hollow fiber membrane; operating conditions |
| ClassificationCode:TQ330.9 |
| year,volume(issue):pagination: 2025,45(6):138-147 |
|
Abstract: |
|
This study characterized the performance of four different poly(4-methyl-1-pentene) (PMP) hollow fiber membranes, including gas flux, bubble point and tensile strength, and conducted biofilm colonization experiments. The M4 hollow fiber membrane module, which demonstrated the maximum oxygen flux and favorable biofilm growth was selected. Subsequent experiments investigated the effects of various process parameters on the treatment performance of this module. Subsequently, the influences of packing density, aeration pressure and HRT on the MABR treatment performance were systematically examined. The results indicated that under optimal conditions - a packing density of 100 m2/m3, an aeration pressure of 40 kPa, and an HRT of 10 h - the system achieved peak treatment efficiency, with handling capacity of 11 g COD/(m2·d) and 0.72 g NH+4-N/(m2·d). |
|
Funds: |
| 国家自然科学基金(22078146) |
|
AuthorIntro: |
| 李文俊(2001-),男,江西抚州人,硕士研究生,主要研究方向为材料与化工. |
|
Reference: |
|
[1]Lan M, Li M, Liu J, et al. Coal chemical reverse osmosis concentrate treatment by membrane-aerated biofilm reactor system[J]. Bioresour Technol, 2018, 270: 120-128. [2]Rosso D, Stenstrom M K, Larson L E. Aeration of large-scale municipal wastewater treatment plants: state of the art[J]. Water Sci Technol, 2008, 57(7): 973-978. [3]Casey E, Glennon B, Hamer G. Oxygen mass transfer characteristics in a membrane-aerated biofilm reactor[J]. Biotechnol Bioeng, 1999, 62(2): 183-192. [4]Brindle K, Stephenson T, Semmens M J. Pilot-plant treatment of a high-strength brewery wastewater using a membrane-aeration bioreactor[J]. Water Environ Res, 1999, 71(6): 1197-1204. [5]Li T, Bai R, Ohandja D G, et al. Biodegradation of acetonitrile by adapted biofilm in a membrane-aerated biofilm reactor[J]. Biodegradation, 2009, 20(4): 569-580. [6]Tian H L, Zhang H M, Li P, et al. Treatment of pharmaceutical wastewater for reuse by coupled membrane-aerated biofilm reactor (MABR) system[J]. Rsc Adv, 2015, 5(85): 69829-69838. [7]Uri-Carreo N, Nielsen P H, Gernaey K V, et al. Nitrous oxide emissions from two full-scale membrane-aerated biofilm reactors[J]. Sci Total Environ, 2024, 908: 168030. [8]He H Q, Daigger G T. The hybrid MABR process achieves intensified nitrogen removal while N2O emissions remain low[J]. Water Res, 2023, 244: 120458. [9]Kinh T C, Riya S, Hosomi M, et al. Identification of hotspots for NO and N2O production and consumption in counter- and co-diffusion biofilms for simultaneous nitrification and denitrification[J]. Bioresour Technol, 2017, 245(PA): 318-324. [10]He H Q, Wagner B M, Carlson A L, et al. Recent progress using membrane aerated biofilm reactors for wastewater treatment[J]. Water Sci Technol, 2021, 84(9): 2131-2157. [11]Nick L, Arifur R, Audra M, et al. Performance of a lab-scale membrane aerated biofilm reactor treating nitrogen dominant space-based wastewater through simultaneous nitrification-denitrification[J]. J Environ Chem Eng, 2020, 9(1): 104644. [12]Yeh S J,Jenkins C R. Pure oxygen fixed film reactor[J]. J Environ Eng Div, 1978, 104(4): 611-623. [13]曾庆楠, 吴云, 张宏伟, 等. 膜材料对膜曝气生物膜反应器性能影响的比较[J]. 化工学报, 2016, 67(4): 1483-1489. [14]Li J, Yan W, Zheng S, et al. Qualitative and quantitative analysis of impacts of microporous, dense and composite membranes on nitrifier/denitrifier distribution and performance of MABRs[J]. Chem Eng J, 2025, 505: 159175. [15]Hu L, Liu B, Li B, et al. Investigation of membrane-aerated biofilm reactor (MABR) for the treatment of crude oil wastewater from offshore oil platforms[J]. Desalin Water Treat, 2014, 57(9): 3861-3870. [16]Li Y, Zhang K. Pilot scale treatment of polluted surface waters using membrane-aerated biofilm reactor (MABR)[J]. Biotechnol Biotecl Eq, 2017, 32(2): 376-386. [17]Wei X,Li B A, Zhao S, et al. COD and nitrogen removal in facilitated transfer membrane-aerated biofilm reactor (FT-MABR)[J]. J Membr Sci, 2011, 389: 257-264. [18]Castrillo M, Díez-Montero R, Esteban-García A, et al. Mass transfer enhancement and improved nitrification in MABR through specific membrane configuration[J]. Water Res, 2019, 152: 1-11. [19]Arellano-García L, Mendiola-Chávez M, Velázquez-Fernández J B. Nitrification of an anaerobic filter effluent in a flat sheet membrane aerated biofilm reactor[J]. Biochem Eng J, 2024, 201: 109121. [20]Perez-Calleja P, Aybar M, Picioreanu C, et al. Periodic venting of MABR lumen allows high removal rates and high gas-transfer efficiencies[J]. Water Res, 2017, 121: 349-360. [21]Ma Y J, Piscedda A, Veras A D L C, et al. Intermittent aeration to regulate microbial activities in membrane-aerated biofilm reactors: Energy-efficient nitrogen removal and low nitrous oxide emission[J]. Chem Eng J, 2022, 433: 133630. [22]Tal E, Philipsen M H, Carlos D, et al. Exploring the effects of intermittent aeration on the performance of nitrifying membrane-aerated biofilm reactors[J]. Sci Total environ, 2023, 891: 164329. [23]Ukaigwe S, Zhang Y D, Liu Y. Establishing stable nitritation in MABR through aeration control[J]. J Environ Eng, 2024, 150(4): 04024005. [24]Downing L S, Nerenberg R. Effect of oxygen gradients on the activity and microbial community structure of a nitrifying, membrane-aerated biofilm[J]. Biotechnol Bioeng, 2008, 101(6): 1193-1204. [25]Tian H L, Zhao J Y, Zhang H Y, et al. Bacterial community shift along with the changes in operational conditions in a membrane-aerated biofilm reactor[J]. Appl Microbiol Biotechnol, 2015, 99(7): 3279-3290. |
|
Service: |
| 【Download】【Collect】 |
《膜科学与技术》编辑部 Address: Bluestar building, 19 east beisanhuan road, chaoyang district, Beijing; 100029 Postal code; Telephone:010-80492417/010-80485372; Fax:010-80485372 ; Email:mkxyjs@163.com
京公网安备11011302000819号