Jobbágy A, Tardy G M, Literáthy B
Department of Agricultural Chemical Technology, Budapest University of Technology and Economics, 1521 Budapest, Hungary.
Water Sci Technol. 2004;50(7):1-8.
In 1999 the existing activated sludge unit of the Southpest Wastewater Treatment Plant was supplemented by a two-stage biofilter system aiming for nitrification and post-denitrification. In this arrangement excess biomass of the filters is wasted through the activated sludge unit, facilitating backseeding, and recirculation of the nitrate-rich effluent of the N-filter serves for decreasing the methanol demand of the DN-filter and for saving aeration energy at the same time. The paper reports on the development of an ASM1-based mathematical model that proved to be adequate for describing the interactions in the combined system and was used to compare the efficiency of different treatment options. Full-scale results verified that backseeding may considerably improve performance. However, nitrification ability of the activated sludge unit depends on the treatment temperature and, if unexpected, can be limited by insufficient oxygen supply. The upgrading possibilities outlined may serve as a new perspective for implementation of combined activated sludge-biofilter systems.
1999年,南佩斯污水处理厂现有的活性污泥装置增加了一个两级生物滤池系统,旨在进行硝化和后置反硝化。在这种布置中,滤池的过量生物质通过活性污泥装置排出,便于重新接种,并且N滤池富含硝酸盐的流出物的再循环用于降低DN滤池的甲醇需求并同时节省曝气能量。本文报道了一个基于ASM1的数学模型的开发,该模型被证明足以描述组合系统中的相互作用,并用于比较不同处理方案的效率。实际运行结果证实,重新接种可以显著提高性能。然而,活性污泥装置的硝化能力取决于处理温度,并且如果出现意外情况,可能会受到氧气供应不足的限制。所概述的升级可能性可为活性污泥 - 生物滤池组合系统的实施提供新的视角。