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Comparison of the performance of MBBR and SBR systems for the treatment of anaerobic reactor biowaste effluent

机译:MBBR和SBR系统处理厌氧反应器生物废水的性能比较

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Anaerobic reactor biowaste effluent was treated with biofilm and activated sludge sequencing batch reactors to compare the performance of both systems. The treatment targets were organic carbon removal and nitrification. The pilot plant was operated in two phases. During the first phase, it was operated like a Moving Bed Biofilm Reactor (MBBR) with the Natrix media, with a specific surface area of 210 m(2)/m(3). The MBBR was operated under Sequencing Batch Reactor (SBR) modality with three 8-hour cycles per day over 70 days. During the second phase of the experiment, the pilot plant was operated over 79 days as a SBR. In both phases the influent was fed to the reactor at a flow rate corresponding to a Hydraulic Retention Time (HRT) of 4 days. Both systems presented a good carbon removal for this specific wastewater. The Chemical Oxygen Demand (COD) total removal was 53% for MBBR and 55% for SBR. MBBR offered a higher dissolved COD removal (40%) than SBR (30%). The limited COD removal achieved is in agreement with the high COD to BOD5 ratio (1/3) of the influent wastewater. In both systems a complete nitrification was obtained. The different efficiencies in both systems are related to the different biomass concentrations. [References: 3]
机译:用生物膜和活性污泥测序分批反应器处理厌氧反应器的生物废水,以比较两个系统的性能。处理目标是去除有机碳和硝化。中试工厂分两个阶段运行。在第一阶段,它像带有Natrix介质的移动床生物膜反应器(MBBR)一样运行,比表面积为210 m(2)/ m(3)。 MBBR在定序分批反应器(SBR)模式下运行,在70天内每天进行三个8小时循环。在实验的第二阶段,中试装置作为SBR运行了79天。在两个阶段中,将进料以对应于4天的水力停留时间(HRT)的流速进料到反应器中。两种系统均能很好地去除这种废水。 MBBR和SBR的总化学需氧量(COD)去除率为53%,SBR为55%。与SBR(30%)相比,MBBR的溶解COD去除率更高(40%)。有限的COD去除与进水的高COD与BOD5比率(1/3)一致。在两个系统中都获得了完全的硝化作用。两个系统中不同的效率与不同的生物质浓度有关。 [参考:3]

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