Optimization for Water Outlet of an Ozone Contactor by Computational Fluid Dynamics

被引:0
作者
Yang, Jingxin [1 ]
Li, Ji [1 ]
Dong, Wenyi [1 ]
机构
[1] Harbin Inst Technol, Shenzhen Grad Sch, Shenzhen 518055, Peoples R China
来源
PROGRESS IN ENVIRONMENTAL SCIENCE AND ENGINEERING, PTS 1-4 | 2013年 / 610-613卷
关键词
Ozone contactor; Computational fluid dynamics (CFD); Optimization; Disinfection; Bromate formation; PARVUM OOCYST INACTIVATION; HYDRAULIC EFFICIENCY; BROMATE FORMATION; TIME; OZONATION; MODELS; CFD;
D O I
10.4028/www.scientific.net/AMR.610-613.1338
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
Geometry optimization is an effective method to improve the hydraulic efficiency of an ozone contactor. The enhancement of hydraulic efficiency can lead to a smaller dose of ozone and thus minimizing the potential risk caused by disinfection by-products. Unlike adding some extra structures in geometries in previous studies, optimization for water outlet was applied to improve the hydraulic efficiency in this paper. The water outlet was modified to several parallel flumes arranged uniformly on the top of the contactor from overflow weir. In a typical contactor with diffusers, the effect of water outlet optimization on system performance was studied based on computational fluid dynamics employing a two dimensional Euler model coupled with species transport model and discrete particle model. The T-10/HRT, the most common indicator of hydraulic efficiency, was improved by 10%-24% with less short-circuiting after optimization. Compared to the original geometry, optimization for water outlet brought about a 19.6% increase in log inactivation, which represents the disinfection efficiency. To maintain the same Cryptosporidium inactivation efficiency after the water outlet optimization, ozone dosage could be reduced by 18% from 2.0 mg/L to 1.64mg/L, which resulted in a minimization of bromate formation by 8.90%.
引用
收藏
页码:1338 / 1342
页数:5
相关论文
共 14 条
[1]   Use of computational fluid dynamics for simulating hydrodynamics and mass transfer in industrial ozonation towers [J].
Cockx, A ;
Do-Quang, Z ;
Liné, A ;
Roustan, M .
CHEMICAL ENGINEERING SCIENCE, 1999, 54 (21) :5085-5090
[2]  
Huang TH, 2004, WATER SA, V30, P51
[3]   Large Eddy Simulation of Flow and Tracer Transport in Multichamber Ozone Contactors [J].
Kim, Dongjin ;
Kim, Doo-Il ;
Kim, Jae-Hong ;
Stoesser, Thorsten .
JOURNAL OF ENVIRONMENTAL ENGINEERING, 2010, 136 (01) :22-31
[4]   Simultaneous prediction of Cryptosporidium parvum oocyst inactivation and bromate formation during ozonation of synthetic waters [J].
Kim, JH ;
von Gunten, U ;
Mariñas, BJ .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2004, 38 (07) :2232-2241
[5]   Application of computational fluid dynamics (CFD) to ozone contactor optimization [J].
Li, J. ;
Zhang, J. ;
Miao, J. ;
Ma, J. ;
Dong, W. .
5th World Water Congress: Drinking Water Quality and Treatment, 2006, 6 (04) :9-16
[6]   Modeling and Validating the Effective Hydraulic Detention Time for a 10 mgd Ozone Contactor at the Lake Washington Surface Water Treatment Plant, Melbourne, Florida [J].
Phares, David E. ;
Rokjer, David M. ;
Crossley, Ian A. ;
Franko, Joseph J. .
OZONE-SCIENCE & ENGINEERING, 2009, 31 (03) :262-276
[7]   CONTROL OF DISINFECTION BY-PRODUCTS IN DRINKING-WATER [J].
SINGER, PC .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1994, 120 (04) :727-744
[8]   Improving the hydraulic efficiency of water process tanks using CFD models [J].
Stamou, Anastasios I. .
CHEMICAL ENGINEERING AND PROCESSING-PROCESS INTENSIFICATION, 2008, 47 (08) :1179-1189
[9]   Modeling Cryptosporidium parvum oocyst inactivation and bromate formation in a full-scale ozone contactor [J].
Tang, G ;
Adu-Sarkodie, K ;
Kim, D ;
Kim, JH ;
Teefy, S ;
Shukairy, HM ;
Mariñas, BJ .
ENVIRONMENTAL SCIENCE & TECHNOLOGY, 2005, 39 (23) :9343-9350
[10]   Simulating disinfection processes in chlorine contact tanks using various turbulence models and high-order accurate difference schemes [J].
Wang, H ;
Falconer, RA .
WATER RESEARCH, 1998, 32 (05) :1529-1543