School of Civil and Surveying & Mapping Engineering, Jiangxi University of Science and Technology, Ganzhou, People's Republic of China.
Henan Key Laboratory of Water Pollution Control and Rehabilitation Technology, Pingdingshan, People's Republic of China.
Environ Technol. 2024 Sep;45(23):4791-4804. doi: 10.1080/09593330.2023.2283087. Epub 2023 Nov 28.
This study elucidates the impact of fluctuating influent conditions and in situ ultrasonic wave exposure on the stability of aerobic granular sludge (AGS) in the treatment of simulated wastewater emanating from rare earth mining operations. During a stable influent period spanning from Day 1 to Day 95, the seed granules underwent an initial disintegration followed by a re-granulation phase. The secondary granulation was achieved on Day 80 and Day 40 for the ultrasonic reactor (R1) and the control reactor (R2), respectively. Notably, granules formed in R1 exhibited a more porous structure compared to those generated in R2. Subsequently, when the ammonia nitrogen in the influent oscillated between 100 and 500 mg/L during Days 96-140, both reactors yielded compact and densely structured granules. Nitrogen removal profiles were comparable between the two reactors: the removal efficiencies for ammonia nitrogen and total inorganic nitrogen escalated from 95% and 80%, respectively, during Days 1-95, to 95% and 90%, respectively, post-Day 140. A suite of performance metrics indicated that steady-state granules from R1 outperformed those from R2 across several parameters. Specifically, the nitrification/denitrification rates, and relative abundance of denitrifying bacteria were all higher in granules from R1. Conversely, the relative abundance of nitrifying bacteria was comparable between granules from both reactors. However, R1 granules demonstrated lower sludge concentration and smaller average particle size than their R2 counterparts. In conclusion, the AGS system demonstrated robust resilience to fluctuating ammonia nitrogen, and the application of ultrasonic waves significantly enhanced granular activity while achieving in situ sludge reduction.
本研究阐明了波动的进水条件和原位超声波暴露对处理模拟稀土矿开采废水时好氧颗粒污泥(AGS)稳定性的影响。在稳定的进水期(第 1 天至第 95 天)内,种子颗粒经历了初始解体,随后进入再颗粒化阶段。第 80 天和第 40 天,超声反应器(R1)和对照反应器(R2)分别实现了二次颗粒化。值得注意的是,R1 中形成的颗粒比 R2 中生成的颗粒具有更多孔的结构。随后,当进水氨氮在第 96 天至第 140 天之间波动在 100 至 500mg/L 之间时,两个反应器均产生了紧密且结构致密的颗粒。两个反应器的脱氮性能相似:在第 1 天至第 95 天期间,氨氮和总无机氮的去除效率分别从 95%和 80%上升到 95%和 90%,之后超过第 140 天。一系列性能指标表明,R1 中的稳态颗粒在多个参数方面优于 R2 中的颗粒。具体而言,R1 中的硝化/反硝化速率和反硝化菌的相对丰度均较高。相比之下,两个反应器中颗粒的硝化菌相对丰度相当。然而,R1 颗粒的污泥浓度较低,平均粒径也小于 R2 颗粒。总之,AGS 系统对波动的氨氮表现出很强的恢复能力,超声波的应用显著提高了颗粒的活性,同时实现了原位污泥减量。