Rong Yi, Liu Xiao-Chai, He Yin-Xuan, Zhang Wu-Shou, Jin Peng-Kang
School of Environmental and Municipal Engineering, Xi'an University of Architecture and Technology, Xi'an 710055, China.
Shaanxi Langzheng Environmental Protection Technology Co., Ltd., Xi'an 710065, China.
Huan Jing Ke Xue. 2019 Sep 8;40(9):4113-4120. doi: 10.13227/j.hjkx.201903192.
To resolve the issue of insufficient influent carbon sources in existing municipal wastewater treatment plants (WWTPs) in China, a pilot-scale step-feed A/O process was used to treat low-C/N (C/N<5) municipal sewage with five different inflow distribution ratios. In this study, the effects of influent flow distribution on the removal efficiencies of chemical oxygen demand (COD), ammonium nitrogen (NH-N), total nitrogen (TN), and total phosphorus (TP) were investigated. The results showed that optimal removal efficiencies of 89.41% for COD, 95.30% for NH-N, 83.00% for TN, and 90.09% for TP were obtained at an inflow :: distribution ratio of 0.1:0.2:0.3. The activated sludge exhibited excellent settleability characteristics, showing a sludge volume index (SVI)<120 mL·g with an average volatile suspended solids (VSS) total suspended solids (TSS) ratio of 0.84 (Phase 5), and no filamentous bacteria bulking occurred during the 120-day experiment. Moreover, the microbial community structure in the oxic zone was detected by high-throughput sequencing. The results demonstrated that excellent nutrient removal and sludge settling performance of the system were closely related to the enrichment of six types of heterotrophic bacteria, four types of denitrifying bacteria, five types of polyphosphate-accumulating organisms (PAOs), and two types of zoogloea and the elimination of three types of filamentous bacteria.
为解决我国现有城市污水处理厂进水碳源不足的问题,采用中试规模的分段进水A/O工艺处理低C/N(C/N<5)的城市污水,设置了五种不同的进水分配比例。本研究考察了进水流量分配对化学需氧量(COD)、氨氮(NH-N)、总氮(TN)和总磷(TP)去除效率的影响。结果表明,当进水分配比例为0.1:0.2:0.3时,COD、NH-N、TN和TP的最佳去除效率分别为89.41%、95.30%、83.00%和90.09%。活性污泥表现出良好的沉降性能,污泥体积指数(SVI)<120 mL·g,平均挥发性悬浮固体(VSS)与总悬浮固体(TSS)的比值为0.84(第5阶段),在120天的实验过程中未发生丝状菌膨胀。此外,通过高通量测序检测了好氧区的微生物群落结构。结果表明,系统优异的脱氮除磷及污泥沉降性能与六种异养菌、四种反硝化菌、五种聚磷菌(PAO)、两种菌胶团的富集以及三种丝状菌的消除密切相关。