Li Wenbo, Zhang Xiao, Zhao Bowei, Cui Ying, Antwi Philip, Li Rui, Zhou Aijuan, Li Jinping, Yue Xiuping
College of Environmental Science and Engineering, Taiyuan University of Technology, Taiyuan, 030024, China.
College of Environmental Science and Engineering, Taiyuan University of Technology, Taiyuan, 030024, China.
Environ Res. 2024 Oct 1;258:119461. doi: 10.1016/j.envres.2024.119461. Epub 2024 Jun 21.
Microaerobic sludge bed systems could align with low-energy, reasonable carbon-nitrogen (C/N) ratio, and synchronous removal objectives during wastewater treatment. However, its ability to treat municipal wastewater (MW) with varying low C/N ratio, low NH concentration, along with managing sludge bulking and loss are still unclear. Against this backdrop, this study investigated the performance of an Upflow Microaerobic Sludge Bed Reactor (UMSR) treating MW characterized by varying low C/N ratios and low NH concentrations. The study also thoroughly examined associated sludge bulking and loss, pollutant removal efficiencies, sludge settleability, microbial community structures, functional gene variations, and metabolic pathways. Findings revealed that the effluent NH-N concentration gradually decreased to 0 mg/L with a decrease in the C/N ratio, whereas the effluent COD was unaffected by the influent, maintaining a concentration below 50 mg/L. Notably, TN removal efficiency reached 90% when C/N ratio was 3. The decrease in the C/N ratio (C/N ratio was 1) increased microbial community diversity, with abundances of AOB, AnAOB, aerobic denitrifying bacteria, and anaerobic digestion bacteria reaching 8.34%, 0.96%, 5.07%, and 9.01%, respectively. Microorganisms' metabolic pathways significantly shifted, showing increased carbohydrate and cofactor/vitamin metabolism and decreased amino acid metabolism and xenobiotic biodegradation. This study not only provides a solution for the effluent of different pre-capture carbon processes but also demonstrates the UMSR's capability in managing low C/N ratio municipal wastewater and emphasizes the critical role of microbial community adjustments and functional gene variations in enhancing nitrogen removal efficiency.
微氧污泥床系统在废水处理过程中能够实现低能耗、合理的碳氮比(C/N)以及同步去除目标。然而,其处理不同低C/N比、低氨氮浓度的城市污水(MW)的能力,以及管理污泥膨胀和流失的能力仍不明确。在此背景下,本研究调查了上流式微氧污泥床反应器(UMSR)处理具有不同低C/N比和低氨氮浓度的城市污水的性能。该研究还全面检查了相关的污泥膨胀和流失、污染物去除效率、污泥沉降性能、微生物群落结构、功能基因变异以及代谢途径。研究结果表明,随着C/N比的降低,出水氨氮浓度逐渐降至0mg/L,而出水化学需氧量(COD)不受进水影响,保持在50mg/L以下。值得注意的是,当C/N比为3时,总氮(TN)去除效率达到90%。C/N比降低(C/N比为1)增加了微生物群落多样性,氨氧化细菌(AOB)、厌氧氨氧化细菌(AnAOB)、好氧反硝化细菌和厌氧消化细菌的丰度分别达到8.34%、0.96%、5.07%和9.01%。微生物的代谢途径发生了显著变化,碳水化合物和辅因子/维生素代谢增加,氨基酸代谢和异生物质生物降解减少。本研究不仅为不同预捕获碳工艺的出水提供了解决方案,还证明了UMSR处理低C/N比城市污水的能力,并强调了微生物群落调整和功能基因变异在提高氮去除效率方面的关键作用。