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Development of novel anaerobic/aerobic filter process for nitrogen removal using immobilized nitrifier pellets

机译:使用固定式硝化器小球的新型厌氧/好氧滤池除氮工艺的开发

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In Japan, priority of sewage works implementation has gradually been given to smaller communities. Sewage treatment processes for small communities must meet several requirements such as low construction and O-M cost, easy O-M, stable performance, and in some locations nitrogen and/or phosphorus removal as well as BOD and SS removal. With a view to achieving these requirements, the authors have been developing a novel anaerobic/aerobic filter process for simultaneous removal of BOD, SS and nitrogen. In this process, an upflow anaerobic filter is followed by a nitrification tank using entrapped immobilized nitrifier pellets and an aerobic filter for the polishing process. In order to demonstrate this novel process in the field, a pilot plant with a capacity of 1.75 m(3)/d was installed in an existing sewage treatment plant near Tokyo in January, 1996. The target effluent qualities are BOD and T-N less than 10 mg/l respectively and SS less than 5 mg/l. The pilot plant study has shown that the overall treatment performance of 96 similar to 97% in SS and BOD removal and 74 similar to 75% in T-N removal has been stably obtained under the conditions of 5.5h in total retention time,recycling ratio of 3, and 25 to 250% in load variation.
机译:在日本,排污工程的实施已逐渐被小型社区所重视。小型社区的污水处理工艺必须满足一些要求,例如低廉的建设成本和维护成本,易于维护,性能稳定以及在某些位置去除氮和/或磷以及去除BOD和SS。为了达到这些要求,作者一直在开发一种新颖的厌氧/好氧滤池工艺,用于同时去除BOD,SS和氮。在此过程中,上流式厌氧滤池之后是硝化池,该硝化池使用了捕获的固定硝化剂小球和用于抛光过程的好氧滤池。为了在现场证明这一新颖工艺,1996年1月在东京附近的现有污水处理厂中安装了一个容量为1.75 m(3)/ d的试验工厂。目标污水质量为BOD和TN小于分别为10 mg / l和SS小于5 mg / l。中试工厂的研究表明,在总保留时间为5.5h,回收率为3的条件下,稳定地获得了96种SS和BOD去除率分别为97%和74%TN去除率接近75%的整体处理性能。 ,负载变化为25%到250%。

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