Oxygen mass transfer and hydrodynamic behaviour in wastewater: Determination of local impact of surfactants by visualization techniques

被引:71
作者
Jimenez, Melanie [1 ,2 ,3 ,4 ]
Dietrich, Nicolas [1 ,2 ,3 ,4 ]
Grace, John R. [5 ]
Hebrard, Gilles [1 ,2 ,3 ,4 ]
机构
[1] Univ Toulouse, INSA, UPS, INP,LISBP, F-31077 Toulouse, France
[2] INRA UMR792, F-31400 Toulouse, France
[3] CNRS UMR 5504, F-31400 Toulouse, France
[4] CNRS, Federat Rech FERMAT, Toulouse, France
[5] Univ British Columbia, Dept Chem & Biol Engn, Vancouver, BC V6T 1Z3, Canada
关键词
Surfactants; Wastewater; Bubbles; PLIF; Mass transfer; Interface; TRANSFER EFFICIENCY MEASUREMENTS; TRANSFER COEFFICIENTS; SINGLE BUBBLE; DIFFUSION-COEFFICIENTS; INDUCED FLUORESCENCE; SPHERICAL BUBBLE; CONTAMINATION; REYNOLDS; VELOCITY; SYSTEMS;
D O I
10.1016/j.watres.2014.03.065
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Powerful techniques, based on the Planar Laser Induced Fluorescence (PLIF) technique, are deployed to locally visualize and quantify the impact of surfactants in wastewaters on hydrodynamics and oxygen mass transfer. Bubble diameter, aspect ratio, rise velocity, contamination angle, as well as flux, flux density, liquid side mass transfer and diffusion coefficients of transferred oxygen are determined based on these techniques applied in the wake of rising bubbles of diameter 1 mm and through planar gas/liquid interfaces. The initial experiments were performed in demineralized water containing small amounts of surfactant. Different concentrations of surfactant were added to finally reach the Critical Micelle Concentration (CMC). Bubbles have classically been found to be more spherical with a reduced rise velocity in the presence of surfactants up to the CMC. Above the CMC, these hydrodynamic characteristics were found to be almost constant, although the oxygen mass transfer decreased due to the presence of surfactants. Experimental results were markedly lower than predicted by the well-known Frossling equation with rigid surfaces. This is believed to be caused by a barrier of surfactants hindering the oxygen mass transfer at the interface. Similar hindrance of oxygen mass transfer applies to waters from sewage plants (filtered raw water and treated water), making accurate design of aeration tanks difficult. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:111 / 121
页数:11
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