Determination of conventional velocity gradient (G) using CFD technique for a pilot-scale flocculation system

被引:4
作者
Vadasarukkai, Yamuna S. [1 ]
Gagnon, Graham A. [1 ]
机构
[1] Dalhousie Univ, Dept Civil & Resource Engn, Halifax, NS B3J 1Z1, Canada
来源
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA | 2010年 / 59卷 / 08期
基金
加拿大自然科学与工程研究理事会;
关键词
average velocity gradient (G); computational fluid dynamics; flocculation; hydrodynamics; pilot-scale water treatment; RESIDENCE TIME DISTRIBUTIONS; WATER-TREATMENT PROCESSES; DISINFECTION PROCESSES; STIRRED-TANK; QUICK SCHEME; TRACER; CRYPTOSPORIDIUM; TURBULENCE; REMOVAL; FLOW;
D O I
10.2166/aqua.2010.081
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Achieving uniform mixing conditions are essential for the flocculation process to optimize floc size and avoid floc-breakup. Limited literature is available on establishing consistent operational conditions and procedures for pilot-scale flocculation systems, which have tank sizes smaller than full-scale and larger than jar-test equipment. In this study, the influence of mixing speeds on the determination of the conventional design parameter, the average velocity gradient (G), was investigated for pilot-scale paddle flocculators. The pilot-scale plant for this paper was hosted at the J.D. Kline Water Supply Plant (JDKWSP) in Halifax, Canada. Computational fluid dynamics (CFD) was evaluated as an alternative design technique and compared against traditionally used empirical-based calculations. Comparison of both approaches showed that the G-values of empirical method were substantially higher than the predicted values for rotational speeds greater than 5 rpm. In contrast, CFD predictions found that G-values used for tapered paddle flocculation process (up to 60 s (1)) could be achieved at lower rotational speed (around 15 rpm), which minimizes the power input required for mixing. The practical implications of operating at higher than required G-values relates to potential negative consequences such as floc break up, and the reliance of chemical additives to avoid floc break-up. These very practical outcomes could impact the interpretation of findings from pilot-scale treatment systems.
引用
收藏
页码:459 / 470
页数:12
相关论文
共 43 条
[1]  
[Anonymous], 1998, STAND METH EX WAT WA, V20th
[2]  
ARGAMAN YA, 1971, J AM WATER WORKS ASS, V63, P775
[3]   Computational fluid dynamics application in modeling and improving the performance of a storage reservoir used as a contact chamber for microorganism inactivation [J].
Baawain, MS ;
El-Din, MG ;
Smith, DW .
JOURNAL OF ENVIRONMENTAL ENGINEERING AND SCIENCE, 2006, 5 (02) :151-162
[4]   Examination of three-dimensional flow characteristics in the distribution channel to the flocculation basin using computational fluid dynamics simulation [J].
Baek, HK ;
Park, NS ;
Kim, JH ;
Lee, SJ ;
Shin, HS .
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 2005, 54 (06) :349-354
[5]   Drinking water treatment processes for removal of Cryptosporidium and Giardia [J].
Betancourt, WQ ;
Rose, JB .
VETERINARY PARASITOLOGY, 2004, 126 (1-2) :219-234
[6]  
Black A.P., 1957, Journal American Water Works Association, V49, P1414
[7]   Assessing floc strength using CFD to improve organics removal [J].
Bridgeman, John ;
Jefferson, Bruce ;
Parsons, Simon .
CHEMICAL ENGINEERING RESEARCH & DESIGN, 2008, 86 (8A) :941-950
[8]  
Camp T.R., 1943, J. Boston Society of Civil Engineers, V30, P219
[9]   ADVECTION DIFFUSION MODELING USING THE MODIFIED QUICK SCHEME [J].
CHEN, YP ;
FALCONER, RA .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1992, 15 (10) :1171-1196
[10]   Residence time distributions in a stirred tank: Comparison of CFD predictions with experiment [J].
Choi, BS ;
Wan, B ;
Philyaw, S ;
Dhanasekharan, K ;
Ring, TA .
INDUSTRIAL & ENGINEERING CHEMISTRY RESEARCH, 2004, 43 (20) :6548-6556