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Removal mechanisms of volatile organic compounds (VOCs) from effluent of common effluent treatment plant (CETP)

机译:普通废水处理厂(CETP)废水中挥发性有机化合物(VOC)的去除机理

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This study investigated the occurrence, removal and influence of plant-operating conditions on removal mechanisms of 83 VOCs in different treatment units of a CETP in Mumbai, treating industrial waste on primary and secondary level. A mass balance approach was used to predict VOC removal by volatilization, stripping, weir drop, adsorption, and biodegradation. Results indicate that similar to 17% of VOCs were removed by stripping in equalization tank and similar to 8% were removed by weir drop in primary clari-flocculator respectively. Biodegradation was the dominant mechanism in aeration tank and was relatively poor for hydrophobic compounds which were more vulnerable to removal by stripping. Stripping rates could be reduced by increasing the active biomass concentration and using fine pore diffusers to reduce the air/effluent ratio. Decrease in Henry's constant and compound concentration can shift the main removal mechanism from stripping to biodegradation. Results also show considerable agreement between measured (71.2%) and predicted (67.1%) total removal, especially in aeration tanks. Equalization tanks (actual, 20.5%, predicted, 16.9%), primary clari-flocculator (actual, 14.2%, predicted, 7.7%), and secondary clarifier units (actual, 29.5%, predicted, 16.8%) showed fairly acceptable differences in measured and predicted removal. The effect of other mechanisms on VOC removal need to be further explored owing to their major contribution to VOC removal. This study is the first attempt in understanding the mechanisms behind the removal of VOCs in each treatment unit, especially equalization tanks and clarifier units, which have been severely underestimated till date. (c) 2018 Elsevier Ltd. All rights reserved.
机译:这项研究调查了工厂操作条件的发生,去除及其对孟买CETP不同处理单元中83种VOC去除机理的影响,并在一级和二级处理工业废物。使用质量平衡方法来预测挥发,汽提,堰降,吸附和生物降解引起的VOC去除。结果表明,分别在平衡罐中通过汽提去除了约17%的VOC,通过堰式絮凝器中的堰降去除了约8%的VOC。生物降解是曝气池的主要机理,对于疏水性化合物则相对较差,因为疏水性化合物更易于通过汽提去除。汽提速率可通过增加活性生物质浓度和使用细孔扩散器降低空气/出水比例来降低。亨利常数和化合物浓度的降低可以将主要去除机理从汽提转变为生物降解。结果还表明,测得的总去除量(71.2%)和预计的总去除量(67.1%)之间有相当大的一致性,尤其是在曝气池中。均衡罐(实际为20.5%,预计为16.9%),一级克拉克絮凝器(实际为14.2%,预计为7.7%)和二级澄清池单元(实际为29.5%,预计为16.8%)在测量和预测的去除。由于其他机制对VOC的去除有重要贡献,因此还需要进一步研究其对VOC去除的影响。这项研究是首次尝试了解每个处理单元(尤其是均压罐和澄清池)中VOC的去除机理,迄今为止,这些机理被严重低估了。 (c)2018 Elsevier Ltd.保留所有权利。

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