Effects of aeration patterns on the flow field in wastewater aeration tanks

被引:62
作者
Gresch, Markus [1 ,2 ]
Armbruster, Martin [3 ]
Braun, Daniel [2 ]
Gujer, Willi [1 ,2 ]
机构
[1] Eawag, Swiss Fed Inst Aquat Sci & Technol, CH-8600 Dubendorf, Switzerland
[2] Swiss Fed Inst Technol, Inst Environm Engn, CH-8093 Zurich, Switzerland
[3] Hydrograv GmbH, D-01069 Dresden, Germany
基金
瑞士国家科学基金会;
关键词
Activated sludge process; Aeration; Ammonium; CFD; Reactor hydraulics; Reactive tracer; COMPUTATIONAL FLUID-DYNAMICS; OXYGEN-TRANSFER; BUBBLE-COLUMN; CFD SIMULATION; DIFFUSED AIR; CLEAN WATER; TURBULENCE; BEHAVIOR; OPTIMIZATION; REACTOR;
D O I
10.1016/j.watres.2010.09.009
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Due to the high energy input of aeration, the spatial distribution of air diffusers largely determines the flow field in aeration tanks. This has consequences on the efficiency of the aeration system, the performance of the aeration tank and on tank operation and control. This paper deals with these effects applying both Computational Fluid Dynamics (CFD) enhanced with a biokinetic model and full scale validation using velocity and reactive tracer measurements with high temporal and spatial resolution. It is shown that small changes in the diffuser arrangement drastically change the overall flow field. Using different aeration patterns in the same tank may lead to large scale instabilities in the flow field that lower plant performance and produce strong variations in concentration signals impeding their use for plant control. CFD is a valuable tool to analyze the interaction of flow field and aeration and their effects on plant performance and operation. But, in complex flow situations experimental validation is needed and strongly suggested. (C) 2010 Elsevier Ltd. All rights reserved.
引用
收藏
页码:810 / 818
页数:9
相关论文
共 37 条
  • [1] Numerical modelling of dynamic sludge blanket behaviour in secondary clarifiers
    Armbruster, M
    Krebs, P
    Rodi, W
    [J]. WATER SCIENCE AND TECHNOLOGY, 2001, 43 (11) : 173 - 180
  • [2] BEWTRA JK, 1964, J WATER POLLUT CON F, V36, P1195
  • [3] BOKIL SD, 1972, 6 IAWPRC C WAT POLL, P421
  • [4] Reactive tracers reveal hydraulic and control instabilities in full-scale activated sludge plant
    Braun, D.
    Gujer, W.
    [J]. WATER SCIENCE AND TECHNOLOGY, 2008, 57 (07) : 1001 - 1007
  • [5] Hydraulic study and optimisation of water treatment processes using numerical simulation
    Craig, K
    De Traversay, C
    Bowen, B
    Essemiani, K
    Levecq, C
    Naylor, R
    [J]. 3RD WORLD WATER CONGRESS: DRINKING WATER TREATMENT, 2002, 2 (5-6): : 135 - 142
  • [6] Deronzier G, 1998, WATER SCI TECHNOL, V38, P35, DOI 10.1016/S0273-1223(98)00449-1
  • [7] Do-Quang Z, 2001, WATER SCIENCE & TECHNOLOGY: WATER SUPPLY, VOL 1, NO 4, P125
  • [8] Duchène P, 2001, WATER SCI TECHNOL, V44, P203
  • [9] Oxygen transfer prediction in aeration tanks using CFD
    Fayolle, Yannick
    Cockx, Arnaud
    Gillot, Sylvie
    Roustan, Michel
    Heduit, Alain
    [J]. CHEMICAL ENGINEERING SCIENCE, 2007, 62 (24) : 7163 - 7171
  • [10] Effect of horizontal flow on oxygen transfer in clean water and in clean water with surfactants
    Gillot, S
    Capela, S
    Heduit, A
    [J]. WATER RESEARCH, 2000, 34 (02) : 678 - 683