CFD simulation of a novel anaerobic-anoxic reactor for biological nutrient removal: Model construction, validation and hydrodynamic analysis based on OpenFOAM®

被引:7
|
作者
Blanco-Aguilera, R. [1 ]
Lara, J. L. [2 ]
Barajas, G. [2 ]
Tejero, I [1 ]
Diez-Montero, R. [1 ,3 ]
机构
[1] Univ Cantabria, Dept Water & Environm Sci & Technol, Grp Environm Engn, Ave Castros S-N, E-39005 Santander, Spain
[2] Univ Cantabria, Environm Hydraul Inst IHCantabria, Isabel Torres 15, Santander 39011, Spain
[3] Univ Politecn Cataluna, Dept Civil & Environm Engn, Grp Environm Engn & Microbiol, C Jordi Girona 1-3,Bldg D1, E-08034 Barcelona, Spain
关键词
Computational fluid dynamics; Multi-environment; Turbulent flow; RTD analysis; Tracer tests; Biological nutrient removal; RESIDENCE TIME DISTRIBUTION; FULL-SCALE; HYDRAULIC CHARACTERISTICS; BAFFLED REACTOR; PERFORMANCE EVALUATION; AXIAL-DISPERSION; WATER; FLOW; BIOREACTOR; OPTIMIZATION;
D O I
10.1016/j.ces.2019.115390
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
AnoxAn is a novel multi-environment reactor for biological nutrient removal (BNR) from wastewater. Although its biological efficacy has been demonstrated on a pilot scale, hydrodynamics is observed to significantly affect the performance of AnoxAn. To study its complex hydraulic behaviour, a model based on Computational Fluid Dynamics 3D (CFD) is constructed using the OpenFOAM (R) open source toolbox and validated by experimental tests of Residence Time Distribution (RTD). Reactor elements represent a key factor in the modelling process. In this sense, the impeller of the anoxic zone is modelled as a flat disk, and the baffle after the anoxic zone as a porous media. According to CFD model simulations, stagnant, short-circuit zones and mixing quality are established and quantified. Finally, the influence on the hydrodynamics of reactor elements is also evaluated. The results of this detailed hydrodynamic analysis will form the basis for the design and optimization of scalable AnoxAn configurations. (C) 2019 Elsevier Ltd. All rights reserved.
引用
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页数:19
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