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Simultaneous nitrification-denitrification processes in activated sludge plants: performance and applicability

机译:活性污泥厂中同时硝化-反硝化过程:性能和适用性

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摘要

This paper deals with the development of technologies aimed to upgrade existing waste water treatment plants, paying attention to high process efficiencies and low costs. We established conditions for good N removal efficiencies in extended aeration activated sludge plants which are not equipped with specific denitrification steps. The experimental process is based on establishing conditions in the biological reactor which allow simultaneous nitrification and denitrification without alternating (in time or in space) anoxic and aerobic phases; the aeration system is controlled by means of dissolved oxygen and/or redox potential measurements. The research was carried out on two real plants (design size: 2,500 p.e. and 440,000 p.e. respectively). The main advantages of this process (even if some aspects are still under investigation) are: total N removal efficiencies similar to a pre-denitrification process, without the need for an anoxic basin and decrease of operating costs (savings in electric energy consumption in particular) due to the low oxygen concentration required in the biological reactor.
机译:本文着眼于旨在升级现有废水处理厂的技术的发展,同时关注高工艺效率和低成本。我们为未配备特定反硝化步骤的扩展曝气活化污泥厂建立了良好的除氮效率条件。实验过程基于在生物反应器中建立条件的条件,该条件允许同时硝化和反硝化,而无需交替(在时间或空间上)缺氧和好氧相。曝气系统通过溶解氧和/或氧化还原电势测量来控制。该研究是在两个实际工厂(设计规模分别为2500 p.e和440,000 p.e.)上进行的。该工艺的主要优点(即使仍在某些方面进行研究)是:总氮去除效率类似于预脱氮工艺,不需要缺氧池,并且降低了运行成本(特别是节省了电能消耗) ),因为生物反应器中所需的氧气浓度较低。

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