Computational fluid dynamics simulation and parametric study of an open channel ultra-violet wastewater disinfection reactor

被引:7
作者
Saha, Rajib Kumar [1 ]
Ray, Madhumita [2 ]
Zhang, Chao [1 ]
机构
[1] Western Univ, Dept Mech & Mat Engn, London, ON N6A 5B9, Canada
[2] Western Univ, Dept Chem & Biochem Engn, London, ON N6A 5B9, Canada
来源
WATER QUALITY RESEARCH JOURNAL OF CANADA | 2015年 / 50卷 / 01期
基金
加拿大自然科学与工程研究理事会;
关键词
CFD simulation; open channel flow; UV disinfection; wastewater treatment; ULTRAVIOLET DISINFECTION; UV DISINFECTION; NUMERICAL-SIMULATION; FLUENCE DISTRIBUTION; PARTICLE TRACKING; FLOW; MODEL; MICROSPHERES; PERFORMANCE; TRANSPORT;
D O I
10.2166/wqrjc.2014.034
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The disinfection characteristics of an open channel ultra-violet (UV) disinfection reactor is investigated numerically. The computational fluid dynamics (CFD) model used in this study is based on the volume of fluid (VOF) method to capture the water-air interface. The Lagrangian particle tracking method is used to calculate the microbial particle trajectory and the discrete ordinate (DO) model is used to calculate the UV intensity field inside the reactor. A commercial CFD software package ANSYS FLUENT is used to solve the governing equations. Custom user defined functions (UDFs) are developed to calculate the UV doses. A post-processor is developed in MATLAB to implement the inactivation kinetics of the microbes. The post-processor provides the probabilistic dose distribution and reduction equivalent dose (RED) values achievable in the reactor. The numerical predictions are compared with available experimental data to validate the CFD model. A parametric study is performed to understand the effects of different parameters on disinfection performance of the reactor. The low/high dosed particle trajectories, which can provide an insight for hydraulic and optical characteristics of the reactor for possible design improvements, are identified.
引用
收藏
页码:58 / 71
页数:14
相关论文
共 28 条
[21]  
Patil S., 2009, 6 WSEAS INT C FLUID
[22]  
Peng B., 2012, INT WAT ASS C MEX CI
[23]   Three-dimensional numerical simulation of compound channel flows [J].
Rameshwaran, P ;
Naden, PS .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2003, 129 (08) :645-652
[24]  
Saha R. K., 2014, J ENV ENG IN PRESS
[25]   Three-dimensional numerical model for flow through natural rivers [J].
Sinha, SK ;
Sotiropoulos, F ;
Odgaard, AJ .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1998, 124 (01) :13-24
[26]   Application of the "K-ε" model to open channel flows in a magnetic field [J].
Smolentsev, S ;
Abdou, M ;
Morley, N ;
Ying, A ;
Kunugi, T .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2002, 40 (06) :693-711
[27]   3D numerical modeling of flow and sediment transport in open channels [J].
Wu, WM ;
Rodi, W ;
Wenka, T .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2000, 126 (01) :4-15
[28]   Computational modeling of ultraviolet disinfection [J].
Younis, B. A. ;
Yang, T. H. .
WATER SCIENCE AND TECHNOLOGY, 2010, 62 (08) :1872-1878