Wang Qibin, Chen Qiuwen
State Key Laboratory of Environmental Aquatic Chemistry, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China.
State Key Laboratory of Environmental Aquatic Chemistry, Research Center for Eco-Environmental Sciences, Chinese Academy of Sciences, Beijing 100085, China; Center for Eco-Environmental Research, Nanjing Hydraulic Research Institute, Nanjing 210029, China.
J Environ Sci (China). 2016 Jan;39:175-183. doi: 10.1016/j.jes.2015.10.012. Epub 2015 Dec 29.
Performance of a full-scale anoxic-oxic activated sludge treatment plant (4.0×10(5) m(3)/day for the first-stage project) was followed during a year. The plant performed well for the removal of carbon, nitrogen and phosphorus in the process of treating domestic wastewater within a temperature range of 10.8°C to 30.5°C. Mass balance calculations indicated that COD utilization mainly occurred in the anoxic phase, accounting for 88.2% of total COD removal. Ammonia nitrogen removal occurred 13.71% in the anoxic zones and 78.77% in the aerobic zones. The contribution of anoxic zones to total nitrogen (TN) removal was 57.41%. Results indicated that nitrogen elimination in the oxic tanks was mainly contributed by simultaneous nitrification and denitrification (SND). The reduction of phosphorus mainly took place in the oxic zones, 61.46% of the total removal. Denitrifying phosphorus removal was achieved biologically by 11.29%. Practical experience proved that adaptability to gradually changing temperature of the microbial populations was important to maintain the plant overall stability. Sudden changes in temperature did not cause paralysis of the system just lower removal efficiency, which could be explained by functional redundancy of microorganisms that may compensate the adverse effects of temperature changes to a certain degree. Anoxic-oxic process without internal recycling has great potential to treat low strength wastewater (i.e., TN<35 mg/L) as well as reducing operation costs.
对一座全尺寸缺氧-好氧活性污泥处理厂(一期工程规模为4.0×10⁵立方米/天)进行了为期一年的跟踪监测。在10.8℃至30.5℃的温度范围内处理生活污水的过程中,该厂在碳、氮和磷的去除方面表现良好。质量平衡计算表明,化学需氧量(COD)的利用主要发生在缺氧阶段,占总COD去除量的88.2%。氨氮去除在缺氧区占13.71%,在好氧区占78.77%。缺氧区对总氮(TN)去除的贡献为57.41%。结果表明,好氧池中氮的去除主要是由同步硝化反硝化(SND)作用实现的。磷的去除主要发生在好氧区,占总去除量的61.46%。生物反硝化除磷占11.29%。实践经验证明,微生物种群对逐渐变化的温度的适应性对于维持该厂的整体稳定性很重要。温度的突然变化不会导致系统瘫痪,只是去除效率降低,这可以用微生物的功能冗余来解释,微生物可以在一定程度上补偿温度变化的不利影响。无内循环的缺氧-好氧工艺在处理低强度废水(即TN<35毫克/升)以及降低运营成本方面具有很大潜力。