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Basic Study on Anaerobic Biological Filtration Using a Floating Filter Media

机译:浮选滤池厌氧生物滤池基础研究

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An experiment of anaerobic filtration using a floating media was carried out in this study. In the present system, a bench-scale column of 50 mm in diameter and of 1500 mm in height and a floating media consisting of S-shaped polystyrene pieces were employed. The purpose of this study was to collect the basic data of anaerobic biological filtration using a floating media. Under the laboratory conditions, it was found that the start-up of an anaerobic biological filter took about half month at 20℃ and a lower BOD loading was favorable for this startup. The BOD removal efficiency over 60% could be achieved at a BOD volumetric loading of the filter bed under 6Kg/m~3/d. An effluent BOD concentration became high when the flow rate was high, especially with circulation of treated water, which afforded a large effect on an effluent BOD concentration. As for the mechanism of BOD removal by anaerobic filtration, it was evident that long retention time worked in favor for organic acid generation, and the circulation of treated water promoted decomposition of organic acids.
机译:在这项研究中进行了使用漂浮介质进行厌氧过滤的实验。在本系统中,使用了直径为50毫米,高度为1500毫米的台式规模的色谱柱,以及由S形聚苯乙烯片组成的浮选介质。这项研究的目的是收集使用浮动介质进行厌氧生物过滤的基本数据。在实验室条件下,发现厌氧生物滤池在20℃启动约需半个月,而较低的BOD负荷对此启动有利。在6Kg / m〜3 / d的滤床BOD体积负荷下,BOD去除率可达到60%以上。当流速高时,废水BOD浓度变高,尤其是在处理水循环的情况下,这对废水BOD浓度影响很大。至于通过厌氧过滤去除BOD的机理,很明显,较长的保留时间有利于有机酸的产生,处理水的循环促进了有机酸的分解。

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