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气相生物滤池中去除过量生物质的技术的流体动力学行为及比较

Hydrodynamic behaviour and comparison of technologies for the removal of excess biomass in gas-phase biofilters.

作者信息

Mendoza J A, Prado O J, Veiga M C, Kennes C

机构信息

Chemical Engineering Laboratory, Faculty of Sciences, University of La Coruña, Campus da Zapateira, 15071-La Coruña, Spain.

出版信息

Water Res. 2004 Jan;38(2):404-13. doi: 10.1016/j.watres.2003.09.014.

Abstract

The hydrodynamic behaviour of a biofilter fed toluene and packed with an inert carrier was evaluated on start-up and after long-term operation, using both methane and styrene as tracers in Residence Time Distribution experiments. Results indicated some deviation from ideal plug flow behaviour after 2-year operation. It was also observed that the retention time of VOCs gradually increased with time and was significantly longer than the average residence time of the bulk gas phase. Non-ideal hydrodynamic behaviour in packed beds may be due to excess biomass accumulation and affects both reactor modeling and performance. Therefore, several methods were studied for the removal of biomass after long-term biofilter operation: filling with water and draining, backwashing, and air sparging. Several flow rates and temperatures (20-60 degrees C) were applied using either water or different chemicals (NaOH, NaOCl, HTAB) in aqueous solution. Usually, higher flow rates and higher temperatures allowed the removal of more biomass, but the efficiency of biomass removal was highly dependent on the pressure drop reached before the treatment. The filling/draining method was the least efficient for biomass removal, although the treatment did basically not generate any biological inhibition. The efficiency of backwashing and air sparging was relatively similar and was more effective when adding chemicals. However, treatments with chemicals resulted in a significant decrease of the biofilter's performance immediately after applying the treatment, needing periods of several days to recover the original performance. The effect of manually mixing the packing material was also evaluated in duplicate experiments. Quite large amounts of biomass were removed but disruption of the filter bed was observed. Batch assays were performed simultaneously in order to support and quantify the observed inhibitory effects of the different chemicals and temperatures used during the treatments.

摘要

在生物滤池启动阶段和长期运行后,使用甲烷和苯乙烯作为示踪剂,在停留时间分布实验中评估了以甲苯为进料、填充惰性载体的生物滤池的水动力行为。结果表明,运行两年后,其行为偏离了理想的活塞流行为。还观察到挥发性有机化合物(VOCs)的保留时间随时间逐渐增加,且明显长于气相主体的平均停留时间。填充床中的非理想水动力行为可能是由于生物质过度积累,这会影响反应器建模和性能。因此,研究了几种在生物滤池长期运行后去除生物质的方法:注水和排水、反冲洗和空气喷射。使用水或水溶液中的不同化学物质(氢氧化钠、次氯酸钠、十六烷基三甲基溴化铵),应用了几种流速和温度(20 - 60摄氏度)。通常,较高的流速和较高的温度能去除更多的生物质,但生物质去除效率高度依赖于处理前达到的压降。填充/排水方法去除生物质的效率最低,不过该处理基本上不会产生任何生物抑制作用。反冲洗和空气喷射的效率相对相似,添加化学物质时更有效。然而,使用化学物质处理后,生物滤池的性能在处理后立即显著下降,需要几天时间才能恢复到原来的性能。还在重复实验中评估了手动混合填充材料的效果。去除了相当大量的生物质,但观察到滤床受到了破坏。同时进行了批次分析,以支持和量化处理过程中使用的不同化学物质和温度所观察到的抑制作用。

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