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使用原位过滤测试池对膜生物反应器中的过滤性能进行评估。

Filterability assessment in membrane bioreactors using an in-situ filtration test cell.

作者信息

de la Torre Teresa, Mottschall Moritz, Lesjean Boris, Drews Anja, Iheanaetu Andrew, Kraume Matthias

机构信息

Berlin Centre of Competence for Water, Cicerostr. 24, 10709 Berlin, Germany.

出版信息

Water Sci Technol. 2010;61(11):2809-16. doi: 10.2166/wst.2010.084.

Abstract

A new method for the assessment of the filterability in membrane bioreactors was tested for five months in four MBR units in Berlin. The new method BFM (Berlin Filtration Method) for filterability assessment uses a small membrane filtration test cell which can be submerged directly in the biological tanks to determine the filterability of the activated sludge in-situ. The test cell contains an aerated flat-sheet membrane which operates at similar conditions as in the plant. Filterability is expressed in terms of critical flux obtained by performing flux-stepping experiments. The ultimate goal of monitoring the filterability with the device is to detect in real time fouling occurrences due to changes in sludge composition and to adapt accordingly the operating conditions. The usefulness of the device for this purpose was evaluated for five months after monitoring four MBR plants in Berlin with different activated sludge characteristics (MLSS from 5 to 21 g/L, SRT 12-35 d and COD in the supernatant 30-400 mg/L). The first results show a good agreement between the filterability of the sludge with the portable filtration test cell and the filtration performance of the plant. Critical flux values varied between 3 and 30 L/m(2) h during the studied period. Useful information concerning the irreversibility of the fouling was provided by looking at the hysteresis curve of the flux-stepping experiments.

摘要

一种用于评估膜生物反应器中过滤性能的新方法在柏林的四个膜生物反应器单元中进行了为期五个月的测试。用于过滤性能评估的新方法BFM(柏林过滤法)使用一个小型膜过滤测试池,该测试池可直接浸没在生物池中,以原位测定活性污泥的过滤性能。测试池包含一个曝气平板膜,其运行条件与工厂中的类似。过滤性能通过进行通量步进实验获得的临界通量来表示。使用该设备监测过滤性能的最终目标是实时检测由于污泥成分变化导致的污垢形成,并相应地调整运行条件。在对柏林四个具有不同活性污泥特性(混合液悬浮固体浓度为5至21 g/L,污泥停留时间为12至35天,上清液化学需氧量为30至400 mg/L)的膜生物反应器工厂进行监测后,对该设备在此目的上的实用性进行了五个月的评估。初步结果表明,便携式过滤测试池测得的污泥过滤性能与工厂的过滤性能之间具有良好的一致性。在研究期间,临界通量值在3至30 L/m²·h之间变化。通过观察通量步进实验的滞后曲线,提供了有关污垢不可逆性的有用信息。

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