Gnirss R, Lesjean B, Adam C, Buisson H
Berliner Wasserbetriebe, Germany.
Water Sci Technol. 2003;47(12):133-9.
Future stringent phosphorus regulations (down to 50 microg/L in some cases) together with the availability of more cost effective and/or innovative membrane processes, are the bases for this project. In contrast to conventional activated sludge plants, process parameters are not optimised and especially enhanced biological phosphorus (Bio-P) removal in membrane bioreactors (MBRs) are not proven yet. Current practice of P-removal in MBRs is the addition of coagulants in a co-precipitation mode. Enhanced biological phosphorus removal, when adapted to MBR technology, might be a cost-effective process. For very stringent effluent criteria additional P-adsorption on activated clay after membrane filtration can be also an interesting solution. The objective of this research project is to identify and test various phosphorus removal processes or process combinations, including MBR technologies. This should enable us to establish efficient and cost effective P-removal strategies for upgrading small sewage treatment units (up to 10,000 PE), as needed in some decentralised areas of Berlin. In particular, enhanced Bio-P removal technology was developed and optimised in MBR. Combinations of co-precipitation and post-adsorption will be tested when low P-values down to 50 microg/L are required in the effluent. One MBR bench-scale plant of 200 to 250 L and two MBR pilot plants of 1 to 3 m3 each were operated in parallel to a conventional wastewater treatment plant (Ruhleben WWTP, Berlin, Germany). The MBR bench-scale and pilot plants were operated under sludge ages of respectively 15 and 25 days. In both cases, Bio-P was possible, and phosphorus effluent concentration of about 0.1 mg/L could be achieved. A similar effluent quality was observed with the conventional WWTP. Investigations with lab columns indicated that P-adsorption could lead to concentrations down to 50 microg/L and no particle accumulation occurred in the filter media. The three tested materials exhibited great differences in break-through curves. Granulated ferric hydroxyde (GEH) showed higher capacity than activated alumina and FerroSorpPlus.
未来严格的磷法规(在某些情况下低至50微克/升)以及更具成本效益和/或创新性的膜工艺的可用性,是该项目的基础。与传统活性污泥厂不同,工艺参数尚未优化,尤其是膜生物反应器(MBR)中强化生物除磷(Bio-P)尚未得到验证。目前MBR中除磷的做法是在共沉淀模式下添加凝聚剂。当应用于MBR技术时,强化生物除磷可能是一种具有成本效益的工艺。对于非常严格的出水标准,膜过滤后在活性粘土上进行额外的磷吸附也可能是一个有趣的解决方案。本研究项目的目的是识别和测试各种除磷工艺或工艺组合,包括MBR技术。这将使我们能够根据柏林一些分散地区的需求,为升级小型污水处理单元(高达10000人口当量)建立高效且具成本效益的除磷策略。特别是,在MBR中开发并优化了强化Bio-P去除技术。当要求出水的磷值低至50微克/升时,将测试共沉淀和吸附后处理的组合。一个200至250升的MBR实验室规模装置和两个各为1至3立方米的MBR中试装置与一个传统污水处理厂(德国柏林鲁勒本污水处理厂)并行运行。MBR实验室规模装置和中试装置分别在15天和25天的污泥龄下运行。在这两种情况下,都有可能实现生物除磷,并且磷的出水浓度可达到约0.1毫克/升。传统污水处理厂也观察到了类似的出水水质。实验室柱试验表明,磷吸附可使浓度降至50微克/升,且过滤介质中没有颗粒积累。三种测试材料在穿透曲线上表现出很大差异。颗粒状羟基氧化铁(GEH)的容量高于活性氧化铝和FerroSorpPlus。