TY - JOUR
T1 - Modeling and analysis of particle behavior in fluidized bed bioreactors during non-Newtonian sewage treatment
AU - Huang, Fayuan
AU - Kuang, Shibo
AU - Ismail, Noor Ilyana
AU - Zou, Ruiping
AU - Yu, Aibing
N1 - Funding Information:
The authors are grateful to the Australian Research Council (ARC) ( IH230100010 ) for the financial support of this work and the National Computational Infrastructure (NCI) for the use of high-performance computational facilities.
Publisher Copyright:
© 2024 The Authors
PY - 2024/4
Y1 - 2024/4
N2 - The stability of biofilms attached to support particles plays a crucial role in fluidized bed bioreactors (FBBRs) when treating non-Newtonian sewage. Biofilm instability is governed by particle-particle (P-P) and particle-wall (P-W) collisions. This paper presents a numerical study of particle behavior in a FBBR using a combined approach of computational fluid dynamics (CFD) and discrete element method (DEM) tailored for non-Newtonian flow systems. Following validation, the CFD-DEM model is utilized to quantify the FBBR performance regarding bed expansion, void fraction distribution, and P-P/W interactions. The impacts of three variables are examined, including sewage superficial velocity and two rheological properties, i.e., sewage temperature and solid concentration. The results reveal that increasing sewage superficial velocity and sewage solid concentration or decreasing sewage temperature, leads to a transition in particle flow from symmetrical to asymmetrical in the radial direction, along with a circulating flow at the lower part of the bed. The relationships between the variables and the bed expansion, uniformity, and P-P/W interactions are also established, identifying optimum conditions to enhance bed uniformity and reduce P-P/W interactions. Overall, the findings demonstrate the value of the CFD-DEM model for understanding, designing, and optimizing FBBRs.
AB - The stability of biofilms attached to support particles plays a crucial role in fluidized bed bioreactors (FBBRs) when treating non-Newtonian sewage. Biofilm instability is governed by particle-particle (P-P) and particle-wall (P-W) collisions. This paper presents a numerical study of particle behavior in a FBBR using a combined approach of computational fluid dynamics (CFD) and discrete element method (DEM) tailored for non-Newtonian flow systems. Following validation, the CFD-DEM model is utilized to quantify the FBBR performance regarding bed expansion, void fraction distribution, and P-P/W interactions. The impacts of three variables are examined, including sewage superficial velocity and two rheological properties, i.e., sewage temperature and solid concentration. The results reveal that increasing sewage superficial velocity and sewage solid concentration or decreasing sewage temperature, leads to a transition in particle flow from symmetrical to asymmetrical in the radial direction, along with a circulating flow at the lower part of the bed. The relationships between the variables and the bed expansion, uniformity, and P-P/W interactions are also established, identifying optimum conditions to enhance bed uniformity and reduce P-P/W interactions. Overall, the findings demonstrate the value of the CFD-DEM model for understanding, designing, and optimizing FBBRs.
KW - CFD-DEM
KW - Fluidized bed bioreactor
KW - Non-Newtonian fluid
KW - Particle-particle/wall collision
KW - Sewage treatment
UR - https://www.scopus.com/pages/publications/85188994945
U2 - 10.1016/j.jwpe.2024.105203
DO - 10.1016/j.jwpe.2024.105203
M3 - Article
AN - SCOPUS:85188994945
SN - 2214-7144
VL - 60
JO - Journal of Water Process Engineering
JF - Journal of Water Process Engineering
M1 - 105203
ER -