Liao Junhui, Fang Curtis, Yu Jimmy, Sathyagal Arun, Willman Eric, Liu Wen-Tso
Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, 205 North Mathews Ave, Urbana, IL, 61801, USA.
PepsiCo Global R&D, 3 Skyline Dr., Hawthorne, NY, 10532, USA.
Appl Microbiol Biotechnol. 2017 Jul;101(14):5925-5936. doi: 10.1007/s00253-017-8326-1. Epub 2017 May 24.
A stand-alone down-flow hanging sponge (DHS) system with a two-stage configuration was operated for 700 days to treat synthetic soft drink wastewater at 3000 mg/L chemical oxygen demand (COD). Throughout the operation, >90% COD and total organic carbon (TOC) removal efficiency was obtained by the first stage, and a final effluent of COD <60 mg/L (TOC <20 mg/L) was consistently maintained with the second stage. Lower organic removal efficiency was observed to closely correlate with lower pH, higher volatile fatty acid (VFA) concentration, and higher suspended solid (SS) in the effluent. Occasionally, biomass sloughing was observed as a cause to unstable reactor performance in the first stage. The microbial community of the retained biomass on the sponges differed significantly based on spatial locations of sponges, sampling time points, and loading shocks. In general, Proteobacteria were found to be more abundant in the reactor at an organic removal efficiency >80% than that at <50%. Specifically, operational taxonomic units closely related to Tolumonas auensis and Rivicola pingtungensis were identified as important populations that were responsible for degrading the major substrate in the soft drink wastewater toward to the end of the reactor operation. In addition, high abundance of Bacteroidetes in the reactor was speculated to be responsible for the VFA accumulation in the effluent. This study demonstrated that stand-alone DHS reactor could be used in treating high-strength wastewater efficiently.
运行一个具有两级配置的独立下流式悬挂海绵(DHS)系统700天,以处理化学需氧量(COD)为3000mg/L的合成软饮料废水。在整个运行过程中,第一阶段COD和总有机碳(TOC)的去除效率>90%,第二阶段始终保持COD<60mg/L(TOC<20mg/L)的最终出水。观察到较低的有机去除效率与较低的pH值、较高的挥发性脂肪酸(VFA)浓度和出水中较高的悬浮固体(SS)密切相关。偶尔会观察到生物量脱落是第一阶段反应器性能不稳定的一个原因。海绵上保留生物量的微生物群落根据海绵的空间位置、采样时间点和负荷冲击而有显著差异。一般来说,在有机去除效率>80%的反应器中,变形菌门比<50%时更为丰富。具体而言,与奥氏托卢莫菌和平东河栖菌密切相关的操作分类单元被确定为在反应器运行后期负责降解软饮料废水中主要底物的重要种群。此外,推测反应器中高丰度的拟杆菌门是出水中VFA积累的原因。本研究表明,独立的DHS反应器可有效用于处理高强度废水。