Centre for Urban Environmental Remediation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China.
Centre for Urban Environmental Remediation, Beijing University of Civil Engineering and Architecture, Beijing 100044, China; Key Laboratory of Urban Stormwater System & Water Environment (Ministry of Education), Beijing University of Civil Engineering and Architecture, Beijing 100044, China; Collaborative Innovation Center of Energy Conservation & Emission Reduction and Sustainable Urban-Rural Development in Beijing, Beijing University of Civil Engineering and Architecture, Beijing 100044, China.
Sci Total Environ. 2023 Jun 15;877:162959. doi: 10.1016/j.scitotenv.2023.162959. Epub 2023 Mar 21.
In the current integrated PN/A method/process for mature landfill leachate treatment, microbial inhibition and low nitrogen removal capacity are the big barriers due to high ammonia concentration and low C/N. This study aimed to evaluate the performance of a high-rate nitrogen removal lab-scale reactor, which combines pre-denitrification and Partial Nitrification-Anammox (PN/A) in a multi-stage fixed biofilm reactor (MFBR), for mature landfill leachate treatment. A nitrogen removal efficiency (NRE) of 90.43 % and an average nitrogen removal rate (NRR) of 0.94 kg/m·d were observed at an influent NH+ 4-N concentration of 2274.39 mg/L during the last operational phase. The nitrogen mass balance showed that the nitrogen concentration gradually decreases along the course, and nitrogen was mainly removed in the aerobic chambers, in which Anammox contributed to 86.4 % of the removed nitrogen, while the front anoxic chamber is mainly used to remove NO- 3-N from the recirculation. Redundancy analysis showed that the variation in NH+ 4-N concentration along the course was the main factor affecting microbial community succession, which shows that the reactor configuration enables efficient cooperation and distribution of different microorganisms. Moreover, economic analysis of MFBR process showed that the energy consumption and carbon addition were reduced by 58.9 % and 100 %, respectively. Therefore, the MFBR established in this study, with its new configuration, achieves efficient treatment of landfill leachate in a single reactor and is environmentally friendly, and could be considered as a reference for full-scale landfill leachate treatment.
在当前成熟垃圾渗滤液处理的综合 PN/A 方法/工艺中,由于高氨氮浓度和低 C/N,微生物抑制和低氮去除能力是大的障碍。本研究旨在评估一种高效脱氮实验室规模反应器的性能,该反应器在多阶段固定生物膜反应器 (MFBR) 中结合了预反硝化和部分硝化-厌氧氨氧化 (PN/A),用于成熟垃圾渗滤液处理。在最后一个运行阶段,进水 NH+ 4-N 浓度为 2274.39mg/L 时,观察到氮去除效率 (NRE) 为 90.43%,平均氮去除速率 (NRR) 为 0.94kg/m·d。氮质量平衡表明,氮浓度沿程逐渐降低,氮主要在好氧室中去除,其中厌氧氨氧化对去除的氮贡献了 86.4%,而前置缺氧室主要用于从回流中去除 NO- 3-N。冗余分析表明,沿程 NH+ 4-N 浓度的变化是影响微生物群落演替的主要因素,这表明该反应器构型能够实现不同微生物的有效合作和分布。此外,MFBR 工艺的经济分析表明,能量消耗和碳添加分别减少了 58.9%和 100%。因此,本研究中建立的 MFBR 采用新的构型,在单个反应器中实现了高效处理垃圾渗滤液,且环保,可作为全规模垃圾渗滤液处理的参考。