Sedimentation Tanks for Treating Rainwater: CFD Simulations and PIV Experiments

被引:12
作者
Czernek, Krystian [1 ]
Ochowiak, Marek [2 ]
Janecki, Daniel [3 ]
Zawilski, Tomasz [2 ]
Dudek, Leszek [2 ]
Witczak, Stanislaw [1 ]
Krupinska, Andzelika [2 ]
Matuszak, Magdalena [2 ]
Wlodarczak, Sylwia [2 ]
Hyrycz, Michal [2 ]
Pavlenko, Ivan [4 ]
机构
[1] Opole Univ Technol, Fac Mech Engn, PL-45758 Opole, Poland
[2] Poznan Univ Tech, Dept Chem Engn & Equipment, PL-60965 Poznan, Poland
[3] Univ Opole, Inst Environm Engn & Biotechnol, PL-45032 Opole, Poland
[4] Sumy State Univ, Dept Computat Mech, 2 Rymskogo Korsakova St, UA-40007 Sumy, Ukraine
关键词
CFD; PIV; rainwater treatment; sedimentation tank; swirl motion; WATER-TREATMENT; FLOW; DESIGN; METHODOLOGY; CHAMBER; RATIOS; STATE;
D O I
10.3390/en14237852
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
The removal of solids is the most important step when treating rainwater. The article evaluates two designs of sedimentation tanks that can be used for the continuous separation of fine particles from water: OS-standard sedimentation tanks, and OW-swirl sedimentation tanks. The tanks were studied by conducting computational fluid dynamics (CFD) modeling and particle image velocimetry (PIV) experiments. The settling process in sedimentation tank was carried out at varying operating flow rates. A tank with a modified structure was used for the tests, where water was supplied by a nozzle placed at an angle. This solution made it possible to obtain a rotational flow that transported the suspended particles towards its wall, where downward axial velocity resulted in the settling of particles. Based on the research, it was observed that the flow patterns showed inward flow at the bottom of the tank and an upward flow and the lifting of the settled particles near the hatch at the bottom. The presented experimental measurements provided detailed insight into flow patterns, and valuable calibration and verification data for further CFD modeling. Traditional PIV techniques are useful in the case of standard design, whereas CFD is invaluable for supporting this work and for investigating the design of novel sedimentation tanks.
引用
收藏
页数:15
相关论文
共 36 条
[1]   Distribution of sediment concentration in the vortex chamber type sediment extractor [J].
Athar, M ;
Kothyari, UC ;
Garde, RJ .
JOURNAL OF HYDRAULIC RESEARCH, 2003, 41 (04) :427-438
[2]   The development and application of CFD models for water treatment flocculators [J].
Bridgeman, J. ;
Jefferson, B. ;
Parsons, S. A. .
ADVANCES IN ENGINEERING SOFTWARE, 2010, 41 (01) :99-109
[3]  
De A, 2017, SPR TRANS CIV ENV EN, P1, DOI 10.1007/978-81-322-3634-4
[4]  
DENK V, 1991, EXP FLUIDS, V12, P97, DOI 10.1007/BF00226572
[5]  
Dudek L., 2021, THESIS POZNAN U TECH
[6]   Experimental investigation and CFD modelling of flow, sedimentation, and solids separation in a combined sewer detention tank [J].
Dufresne, Matthieu ;
Vazquez, Jose ;
Terfous, Abdelali ;
Ghenaim, Abdellah ;
Poulet, Jean-Bernard .
COMPUTERS & FLUIDS, 2009, 38 (05) :1042-1049
[7]   A CFD methodology for the design of sedimentation tanks in potable water treatment - Case study: The influence of a feed flow control baffle [J].
Goula, Athanasia M. ;
Kostoglou, Margaritis ;
Karapantsios, Thodoris D. ;
Zouboulis, Anastasios I. .
CHEMICAL ENGINEERING JOURNAL, 2008, 140 (1-3) :110-121
[8]  
Haba R.L., HYDROCARBON SEPARATO
[9]   A NUMERICAL-METHOD FOR 3D VISCOUS INCOMPRESSIBLE FLOWS USING NONORTHOGONAL GRIDS [J].
HE, P ;
SALCUDEAN, M .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 1994, 18 (05) :449-469
[10]   Comparative analysis on flocculation performance in unbaffled square stirred tanks with different height-to-width ratios: Experimental and CFD investigations [J].
He, Weipeng ;
Xue, Lianpeng ;
Gorczyca, Beata ;
Nan, Jun ;
Shi, Zhou .
CHEMICAL ENGINEERING RESEARCH & DESIGN, 2018, 132 :518-535