One-dimensional modelling of the secondary clarifier-factors affecting simulation in the clarification zone and the assessment of the thickening flow dependence

被引:43
作者
Plosz, Benedek Gy.
Weiss, Michael
Printemps, Cyril
Essemiani, Karim
Meinhold, Jens
机构
[1] Norwegian Inst Water Res, NIVA, NO-0349 Oslo, Norway
[2] Veolia Environm Res & Dev Ctr, F-78603 Maisons Laffitte, France
关键词
activated sludge; secondary settling tank; computational fluid dynamics; one-dimensional modelling; dispersion; downward convection;
D O I
10.1016/j.watres.2007.03.007
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
formulation of the thickening performance. 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 (C) 2007 Elsevier Ltd. All rights reserved.
引用
收藏
页码:3359 / 3371
页数:13
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