Modelling Greenhouse Gas Emissions of a Hybrid Fixed-film Anammox Process Treating Sludge Dewatering Centrate in Wastewater Treatment

D. Bencsik, T. Karches
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Abstract

The aim of this study is to estimate and optimize greenhouse gas (GHG) emissions of a process in wastewater treatment, which utilizes anaerobic ammonium oxidation (Anammox). The single-stage nitritation-Anammox process applies fixed biofilm carriers and treats the centrate of sludge dewatering. GPS-X biokinetic modelling tool was used for quantifying the specific nitrous oxide, carbon dioxide and methane emissions at various operational conditions. In general, the amount of biology related GHG production was estimated to be higher than that of indirect emissions, by three orders of magnitude. Of direct emissions, nitrous oxide gas production should be taken into account primarily. Based on the simulations, feasible options of minimising N2O emissions include applying an operational temperature of 30-35°C, and increasing airflow to reduce the effect of oxygen limitation. To release less N2O, the process should also preferably be operated as an IFAS application with a low concentration of suspended solids (1.5-2 g/L), or even without sludge recycle.
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混合固定膜厌氧氨氧化工艺处理污泥脱水浓缩液的温室气体排放模拟
本研究的目的是估计和优化利用厌氧氨氧化(Anammox)的废水处理过程的温室气体(GHG)排放。单级硝化-厌氧氨氧化工艺采用固定生物膜载体处理污泥脱水浓缩液。利用GPS-X生物动力学建模工具对不同操作条件下的氧化亚氮、二氧化碳和甲烷排放量进行量化。总体而言,与生物相关的温室气体产生量估计比间接排放的温室气体产生量高出三个数量级。在直接排放中,应首先考虑氧化亚氮气体的产生。基于模拟,最小化N2O排放的可行方案包括应用30-35°C的工作温度,并增加气流以减少氧气限制的影响。为了减少N2O的释放,该工艺最好采用IFAS应用,悬浮固体浓度较低(1.5-2 g/L),甚至不进行污泥回收。
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