Australian Centre for Water and Environmental Biotechnology (formerly AWMC), The University of Queensland, Brisbane, QLD, 4072, Australia.
Urban Utilities, Brisbane, QLD, 4000, Australia.
Water Res. 2022 Sep 1;223:119034. doi: 10.1016/j.watres.2022.119034. Epub 2022 Aug 28.
As a promising energy- and carbon efficient process for nitrogen removal from wastewater, mainstream nitrite shunt has been extensively researched. However, beyond the laboratory it is challenging to maintain stable performance by suppressing nitrite-oxidising bacteria (NOB). In this study, a pilot-scale reactor system receiving real sewage was operated in two stages for >850 days to evaluate two novel NOB suppression strategies for achieving nitrite shunt: i) sidestream sludge treatment based on alternating free nitrous acid (FNA) and free ammonia (FA) and ii) sidestream FNA/FA sludge treatment integrated with in-situ NOB suppression via step-feed. The results showed that, with sidestream sludge treatment alone, NOB developed resistance relatively quickly to the treatment, leading to unstable nitrite shunt. In contrast, robust nitrite shunt was achieved and stably maintained for more than a year when sidestream sludge treatment was integrated with a step-feed strategy. Kinetic analyses suggested that sludge treatment and step-feed worked in synergy, leading to stable NOB suppression. The integrated strategy demonstrated in this study removes a key barrier to the implementation of stable mainstream nitrite shunt.
作为一种有前途的从废水中去除氮的节能和碳高效工艺,主流亚硝酸盐分流已得到广泛研究。然而,在实验室之外,通过抑制亚硝酸盐氧化菌(NOB)来保持稳定的性能是具有挑战性的。在这项研究中,一个接收实际污水的中试规模反应器系统在超过 850 天的时间里分两个阶段运行,以评估两种实现亚硝酸盐分流的新型 NOB 抑制策略:i)基于交替游离亚硝酸(FNA)和游离氨(FA)的侧流污泥处理,和 ii)侧流 FNA/FA 污泥处理与原位 NOB 抑制相结合的分步进料。结果表明,单独采用侧流污泥处理时,NOB 相对较快地对处理产生抗性,导致亚硝酸盐分流不稳定。相比之下,当侧流污泥处理与分步进料策略相结合时,可实现并稳定保持超过一年的稳定亚硝酸盐分流。动力学分析表明,污泥处理和分步进料协同作用,导致稳定的 NOB 抑制。本研究中展示的集成策略消除了实现稳定主流亚硝酸盐分流的一个关键障碍。