Min Kyung Jin, Lee Eunyoung, Lee Ah Hyun, Kim Do Yeon, Park Ki Young
Department of Tech Center for Research Facilities, Konkuk University, 120 Neungdong-ro, Gwangjin-gu, Seoul, 05029, South Korea.
Department of Civil and Environmental Engineering, Konkuk University, 120 Neungdong-ro, Gwangjin-gu, Seoul, 05029, South Korea.
Heliyon. 2024 Aug 9;10(16):e36018. doi: 10.1016/j.heliyon.2024.e36018. eCollection 2024 Aug 30.
Despite its numerous advantages, the aerobic granular sludge (AGS) process faces several challenges that hinder its widespread implementation. One such challenge is the requirement for high organic load ratios (OLR), which significantly impacts AGS formation and stability, posing a barrier to commercialization. In response to these challenges, this study investigates the granulation and treatment efficacy of the AGS process for treating high-concentration wastewater under various OLR and settling time. Three sequential batch reactors (R1, R2, R3) were operated at OLRs of 0.167, 0.33, and 1 kg COD/m·day. The study focuses on analyzing key parameters including sludge characteristics, extracellular polymeric substances (EPS) content, PN/PS ratio, and microbial clusters. Results demonstrate that reducing settling time from 90 to 30 min enhances sludge settleability, resulting in a maximum 50.8 % decrease in SVI (from 98.1 to 122.8 mL/g to 51.9-81.3 mL/g), thereby facilitating the selection of beneficial microorganisms during granulation. Particularly, at R2, the PN/PS ratio was 4.3, and EPS content increased by 1.52-fold, leading to a 1.41-fold increase in sludge attachment. This observation suggests a progressive maturation of AGS. Additionally, analysis of microbial diversity and cluster composition highlights the influence of OLR variations on the ratios of and . These findings emphasize the significant impact of SBR operational strategies on AGS process performance and biological stability, offering valuable insights for the efficient operation of future high-concentration wastewater treatment processes.
尽管好氧颗粒污泥(AGS)工艺有诸多优点,但仍面临一些阻碍其广泛应用的挑战。其中一个挑战是对高有机负荷率(OLR)的要求,这对AGS的形成和稳定性有显著影响,成为商业化的障碍。针对这些挑战,本研究调查了在不同OLR和沉降时间下,AGS工艺处理高浓度废水的造粒过程和处理效果。三个序批式反应器(R1、R2、R3)分别在0.167、0.33和1 kg COD/m·天的OLR下运行。该研究重点分析了包括污泥特性、胞外聚合物(EPS)含量、PN/PS比率和微生物群落等关键参数。结果表明,将沉降时间从90分钟缩短至30分钟可提高污泥沉降性能,SVI最大降低50.8%(从98.1 - 122.8 mL/g降至51.9 - 81.3 mL/g),从而有利于造粒过程中有益微生物的选择。特别是在R2中,PN/PS比率为4.3,EPS含量增加了1.52倍,污泥附着增加了1.41倍。这一观察结果表明AGS逐渐成熟。此外,对微生物多样性和群落组成的分析突出了OLR变化对 和 比率的影响。这些发现强调了SBR运行策略对AGS工艺性能和生物稳定性的重大影响,为未来高浓度废水处理工艺的高效运行提供了有价值的见解。