Investigating the effects of perforated inlet baffles in a circular sedimentation tank using Computational fluid dynamics

IF 3.9 3区 工程技术 Q2 ENGINEERING, CHEMICAL Chemical Engineering Research & Design Pub Date : 2025-03-01 Epub Date: 2025-01-27 DOI:10.1016/j.cherd.2025.01.027
Kirpa Hirom, Thiyam Tamphasana Devi
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Abstract

A full-scale three-dimensional numerical study on the effects of using perforated inlet baffles in a circular sedimentation tank was performed using a numerical model that was validated with experimental data. A total of 14 cases were investigated in this study — 7 geometries and two influent concentration groups. A two-phase steady-state simulation was performed for each case using the Eulerian multiphase model coupled with the k-ω SST turbulence model. The simulation results are then analysed both qualitatively and quantitatively. For the quantitative analysis, the weighted total settling efficiency is calculated after calculating the settling efficiency for each of the three particle sizes using the sediment concentration at the outlet weir surface. Significant improvement in the settling efficiency was observed due to the introduction of the perforated inlet baffles. An average improvement of 20.7 % was achieved for the lower influent concentration group, while an average improvement of 9.6 % was achieved for the higher influent concentration group. For the qualitative analysis, three performance indicators were examined — volume fraction of sediments along a vertical line near the outlet weir, the contour of turbulence kinetic energy in the inlet region along with the contour of velocity magnitude, and three-dimensionally rendered volume fraction distribution of clarified water/sediments in the whole geometry. The best-performing sedimentation tank was found to be the one that is equipped with a perforated stilling well and a perforated McKinney baffle. A good agreement is observed between the findings from the qualitative analysis and the quantitative analysis.
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用计算流体力学研究圆形沉淀池中穿孔进口挡板的影响
采用数值模型对圆形沉淀池中使用多孔进口挡板的影响进行了全尺寸三维数值研究,并与实验数据进行了验证。本研究共调查了14例病例- 7个几何形状和2个进水浓度组。采用欧拉多相模型和k-ω海温湍流模型对每一种情况进行了两相稳态模拟。然后对仿真结果进行了定性和定量分析。定量分析时,利用出口堰面泥沙浓度分别计算三种粒径的沉降效率,计算加权总沉降效率。由于引入了带孔的进口挡板,沉降效率得到了显著提高。进水浓度较低组的平均改善率为20.7 %,而进水浓度较高组的平均改善率为9.6 %。在定性分析方面,研究了三个性能指标:出口堰附近垂直方向沉积物的体积分数,入口区域湍流动能随速度大小的轮廓线,以及整个几何形状中澄清水/沉积物的三维体积分数分布。研究发现,性能最好的沉淀池是配备有射孔静井和射孔麦金尼挡板的沉淀池。定性分析和定量分析的结果有很好的一致性。
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来源期刊
Chemical Engineering Research & Design
Chemical Engineering Research & Design 工程技术-工程:化工
CiteScore
6.10
自引率
7.70%
发文量
623
审稿时长
42 days
期刊介绍: ChERD aims to be the principal international journal for publication of high quality, original papers in chemical engineering. Papers showing how research results can be used in chemical engineering design, and accounts of experimental or theoretical research work bringing new perspectives to established principles, highlighting unsolved problems or indicating directions for future research, are particularly welcome. Contributions that deal with new developments in plant or processes and that can be given quantitative expression are encouraged. The journal is especially interested in papers that extend the boundaries of traditional chemical engineering.
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