污泥水富集硝化菌和强化城市污水低污泥龄硝化  

Nitrifiers Accumulation with Reject Water and Bio-augmentation for Nitrification of Sewage at Short SRT

作　　者：于莉芳[1] 王圣伟[1] 郭天赐[1] 彭党聪[1] 

机构地区：[1]西安建筑科技大学环境与市政工程学院,西安710055

出　　处：《环境科学》2008年第2期332-337,共6页Environmental Science

基　　金：国家高技术研究发展计划(863)项目(2006AA06Z335)

摘　　要：采用西安市邓家村污水处理厂污泥水富集硝化菌(1号反应器内进行),对低污泥龄(6 d)下的模拟城市污水处理系统(2号反应器内进行)进行生物添加,比较了添加前后城市污水处理系统的硝化效果及其活性污泥特性,考察了利用污泥水富集硝化菌并进行生物添加强化硝化的可行性.结果表明,1号反应器的活性污泥的最大氨氧化速率可达81.4 mg/(L.h);添加进行后,2号反应器的出水氨氮浓度以0.992 mg/(L.d)(R2=0.903)的速度呈线性下降,添加稳定后的2号反应器内活性污泥的最大氨氧化速率为添加前的2.36倍;添加停止后,出水氨氮浓度以1.956 mg/(L.d)(R2=0.999)速率上升,但在添加停止34 d后因添加所引起的硝化能力并未完全消失;虽然在添加初期,2号反应器内的原生动物数量与种类以及SVI值都明显增加,但在添加稳定后,基本恢复至添加前的状态.Sequencing batch reactor, treating simulated municipal wastewater for N removal and operated at near the minimum SRT （solids retention time） for nitrification （in reactor 2）, was seeded daily with nitrifying biomass accumulated with reject water （in reactor 1 ） came from Xi＇an Dengjiacun wastewater treatment plant. Comparison of the nitrification ability, the characteristics of the activated sludge before seeding and after seeding was made. The experiment result shows that, the maximum nitrification rate of the activated sludge in the reactor 1 reached 81.4 mg/（L·h）. The effluent concentration of NH4^＋ -N of the reactor 2 decreased at a rate of 0.992 mg/（L·d） （R^2 = 0.903）, and the maximum nitrification rate increased 1.36 times. Once seeding was terminated, the effluent concentration of NH4^＋ -N increased at a rate of 1. 956 mg/（L· d） （R^2 = 0. 999）, and nitrification caused by seeding was not completely disappeared after seeding was stopped for 34 d. The amount and varieties of protozoa and the value of SVI in the reactor seeded with nitrifiers increased during the initial time of seeding, but were recovered when the reactor 2 reached stable state.

关 键 词：污泥水 硝化菌富集 低污泥龄 生物添加 强化硝化 

分 类 号：X703.1[环境科学与工程—环境工程]