کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
4481567 1623110 2014 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Oxygen mass transfer and hydrodynamic behaviour in wastewater: Determination of local impact of surfactants by visualization techniques
ترجمه فارسی عنوان
انتقال جرم اکسیژن و رفتار هیدرودینامیکی در فاضلاب: تعیین تأثیر موضعی سورفکتانتها با روشهای تجسم
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات فرآیندهای سطح زمین
چکیده انگلیسی


• Gas–liquid mass transfer coefficients were found from two flow visualization methods.
• Surfactants reduce mass transfer not only by retarding bubble rise velocities.
• Surfactants beyond Critical Micelle Concentration congregate at gas–liquid interface.
• This surfactant congregation causes further decline in interphase mass transfer.
• Frössling correlation overestimates interphase mass transfer for wastewater.

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 Frössling 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.

Visualization of oxygen concentration fields released in the wake of single bubbles rising in demineralized water and filtered waters extracted from sewage plants.Figure optionsDownload high-quality image (305 K)Download as PowerPoint slide

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Water Research - Volume 58, 1 July 2014, Pages 111–121
نویسندگان
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