Department of Civil Engineering, Lassonde School of Engineering, York University, ON, M3J1P3, Canada.
Department of Civil Engineering, Lassonde School of Engineering, York University, ON, M3J1P3, Canada.
J Environ Manage. 2022 Feb 1;303:114172. doi: 10.1016/j.jenvman.2021.114172. Epub 2021 Nov 30.
The interest in the A-stage of the adsorption/bio-oxidation (A/B) process has considerably increased due to its capacity of carbon redirection to the solids stream. Induced by its flexible and compact design, the Alternating Activated Adsorption (AAA) was recently implemented in full-scale as an alternative A-stage system. However, the literature on such a system is scarce. In this article for the first time, the performance of the novel AAA system is evaluated. Two lab-scale AAA systems were operated as a primary settler replacement (AAA-1) or to complement the primary settler (AAA-2). Systems were assessed in terms of process control, effluent quality and carbon diversion. As settling and aeration are performed in the same reactor, AAA maintained high MLSS (2121 ± 293 mg/L for AAA-1 and 806 ± 116 mg/L for AAA-2) compared to the literature at such a very low aerobic SRT (<6 h). Regardless wastewater strength, AAA attains low oxidation (16-17%) owing to the oxygen supply pattern and short aerobic SRT. Moreover, AAA-1 showed high COD removal efficiency for soluble (67 ± 8%) and particulates (62 ± 14%) as well as COD redirection (47 ± 7%). In addition, it is demonstrated that the simultaneous bottom feeding and top discharging regime adds unique capacity for particulates capture in AAA. On the other hand, low particulates removal and total carbon redirection were observed in the AAA-2. Yet, the overall removal efficiencies are comparable with the literature. It can be concluded that, with further optimizations, AAA system has the potential to outcompete other A-stage systems. As such, sludge settleability is found to be challenging when treating low strength wastewater.
由于其将碳重新定向到固体流的能力,吸附/生物氧化 (A/B) 过程的 A 阶段引起了极大的兴趣。由于其灵活紧凑的设计,交替激活吸附 (AAA) 最近作为替代 A 阶段系统在全规模实施。然而,关于该系统的文献很少。在本文中,首次评估了新型 AAA 系统的性能。两个实验室规模的 AAA 系统分别作为初级沉淀池的替代品(AAA-1)或补充初级沉淀池(AAA-2)运行。从过程控制、出水质量和碳转移等方面评估了系统。由于沉淀和曝气都在同一个反应器中进行,AAA 保持了较高的 MLSS(AAA-1 为 2121 ± 293 mg/L,AAA-2 为 806 ± 116 mg/L),与文献相比,有氧 SRT 非常低(<6 h)。无论废水强度如何,由于供氧模式和短的有氧 SRT,AAA 的氧化率都很低(16-17%)。此外,AAA-1 对可溶性 COD(67 ± 8%)和颗粒态 COD(62 ± 14%)以及 COD 定向转移(47 ± 7%)均表现出高的去除效率。此外,证明了底部进料和顶部排放同时进行的方式为 AAA 中颗粒态物质的捕获增加了独特的能力。另一方面,在 AAA-2 中观察到颗粒态物质去除率低和总碳定向转移率低。然而,整体去除效率与文献相当。可以得出结论,随着进一步优化,AAA 系统有可能比其他 A 阶段系统更具竞争力。因此,当处理低强度废水时,发现污泥沉降性能具有挑战性。