Kreuzinger N, Farnleitner A, Wandl G, Hornek R, Mach R
Institute for Water Quality and Waste Management, Department for Chemistry and Biology of Water, Vienna University of Technology, Austria.
Water Sci Technol. 2003;47(11):165-72.
Incomplete nitrification at an activated sludge plant for biological pre-treatment of rendering plant effluents led to a detailed investigation on the origin and solution of this problem. Preliminary studies revealed that an inhibition of ammonia oxidising microorganisms (AOM) by process waters of the rendering plant was responsible for the situation. We were able to show a correlation between the existence of specific AOM and nitrification capacity expressed as oxygen uptake rate for maximal nitrification (OURNmax). Only Nitrosospira sp. was found in the activated sludge of the rendering plant and another industrial wastewater treatment plant with problems in nitrification, while reference plants without nitrification problems showed Nitrosomonas spp. as the predominant ammonia oxidising bacteria. By accompanying engineering investigations and experiments (cross-feeding experiments, operation of a two-stage laboratory plant) with molecular biological methods (DGGE--Denaturing Gradient Gel Electrophoresis) we were able to elaborate an applicable solution for the rendering plant. Laboratory experiments with a two-stage process layout finally provided complete nitrification overcoming the inhibiting nature of process waters from the rendering plant. DGGE analysis of the second stage activated sludge from the laboratory plant showed a shift in population structure from Nitrosospira sp. towards Nitrosomonas spp. simultaneous to the increase of nitrification capacity. Nitrification capacities comparable to full-scale municipal wastewater treatment plants could be maintained for more than two months. As the design of wastewater treatment plants for nitrification is linked to the growth characteristics of Nitrosomonas spp., established criteria can be applied for the redesign of the full-scale plant.
一家用于对屠宰场废水进行生物预处理的活性污泥处理厂出现不完全硝化现象,引发了对该问题根源及解决方案的详细调查。初步研究表明,屠宰场的工艺用水对氨氧化微生物(AOM)产生抑制作用,导致了这种情况。我们能够证明特定AOM的存在与以最大硝化作用的氧摄取率(OURNmax)表示的硝化能力之间存在相关性。在屠宰场的活性污泥以及另一家存在硝化问题的工业废水处理厂中,仅发现了亚硝化螺菌属(Nitrosospira sp.),而没有硝化问题的参照处理厂中,亚硝化单胞菌属(Nitrosomonas spp.)是主要的氨氧化细菌。通过结合工程调查与实验(交叉投喂实验、两级实验室处理厂运行)以及分子生物学方法(变性梯度凝胶电泳——DGGE),我们为屠宰场制定了一个可行的解决方案。采用两级工艺布局的实验室实验最终实现了完全硝化,克服了屠宰场工艺用水的抑制特性。对实验室处理厂第二级活性污泥的DGGE分析表明,随着硝化能力的提高,种群结构从亚硝化螺菌属向亚硝化单胞菌属转变。与全尺寸城市污水处理厂相当的硝化能力能够维持两个多月。由于用于硝化的污水处理厂设计与亚硝化单胞菌属的生长特性相关,已有的标准可应用于全尺寸处理厂的重新设计。