Plósz Benedek Gy, Weiss Michael, Printemps Cyril, Essemiani Karim, Meinhold Jens
Veolia Environnement Research and Development Center, Chemin de la Digue, B.P. 76, 78603 Maisons-Laffitte, France.
Water Res. 2007 Aug;41(15):3359-71. doi: 10.1016/j.watres.2007.03.007. Epub 2007 May 18.
This paper presents a one-dimensional (1-D) model of the secondary settling tank (SST), and the drive for model development is discussed using steady-state simulation results generated with a 2-D computational fluid dynamics (CFD) model. Concentration profiles measured in a flat-bottom circular (fbSST) that is equipped with suction-lift sludge removal, served for CFD model validation. We investigate the factors that may deteriorate the 1-D simulation performance of clarifier models, which incorporate dispersion both in terms of the effluent sludge concentration and in terms of the sludge blanket height. Furthermore, dispersion-models can account for the effect of clarifier flow conditions on thickening performance. However, correlations, found in the literature, are shown to have limited efficiency under the wide flow boundary conditions examined in this study. Optimisation of the 1-D clarifier model structure is proposed by using an overflow dependent dispersion coefficient and including a feed flow dependent reduction factor in the downward convective velocity term. Results obtained show improved simulation performance in the clarification zone and allow for an efficient flow-dependency formulation of the thickening performance.
本文提出了一种二次沉淀池(SST)的一维(1-D)模型,并利用二维计算流体动力学(CFD)模型生成的稳态模拟结果讨论了模型开发的驱动因素。在配备吸升式污泥去除装置的平底圆形(fbSST)中测量的浓度分布,用于CFD模型验证。我们研究了可能会降低澄清池模型一维模拟性能的因素,这些因素在出水污泥浓度和污泥层高度方面都包含扩散。此外,扩散模型可以考虑澄清池流动条件对浓缩性能的影响。然而,在本研究考察的宽流动边界条件下,文献中发现的相关性显示出效率有限。通过使用与溢流相关的扩散系数并在向下对流速度项中纳入与进料流量相关的折减系数,提出了一维澄清池模型结构的优化方法。所获得的结果表明,在澄清区的模拟性能有所改善,并允许对浓缩性能进行有效的流动相关性公式化。