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臭氧氧化与 OSA 工艺的比较:两个不同中试规模系统中剩余污泥减量化和生物活性分析。

Comparison between ozonation and the OSA process: analysis of excess sludge reduction and biomass activity in two different pilot plants.

机构信息

Dipartimento di Ingegneria Civile, Università di Palermo, Palermo, Italy.

出版信息

Water Sci Technol. 2012;66(1):185-92. doi: 10.2166/wst.2012.153.

Abstract

The excess biomass produced during biological treatment of municipal wastewater represents a major issue worldwide, as its disposal implies environmental, economic and social impacts. Therefore, there has been a growing interest in developing technologies to reduce sludge production. The main proposed strategies can be categorized according to the place inside the wastewater treatment plant (WWTP) where the reduction takes place. In particular, sludge minimization can be achieved in the wastewater line as well as in the sludge line. This paper presents the results of two pilot scale systems, to evaluate their feasibility for sludge reduction and to understand their effect on biomass activity: (1) a pilot plant with an ozone contactor in the return activated sludge (RAS) stream for the exposition of sludge to a low ozone dosage; and (2) an oxic-settling-anaerobic (OSA) process with high retention time in the anaerobic sludge holding tank have been studied. The results showed that both technologies enabled significant excess sludge reduction but produced a slight decrease of biomass respiratory activity.

摘要

城市污水生物处理过程中产生的过量生物量是一个全球性的主要问题,因为其处理会带来环境、经济和社会影响。因此,人们越来越关注开发减少污泥产生的技术。主要的建议策略可以根据减少污泥产生的位置在污水处理厂(WWTP)内进行分类。特别是,污泥减量化可以在废水线以及污泥线中实现。本文介绍了两个中试规模系统的结果,以评估其在减少污泥方面的可行性,并了解其对生物质活性的影响:(1)在回流活性污泥(RAS)流中使用臭氧接触器的中试工厂,以使污泥暴露于低臭氧剂量下;(2)在厌氧污泥停留罐中具有高保留时间的好氧-沉淀-厌氧(OSA)工艺。结果表明,这两种技术都能显著减少剩余污泥,但会使生物量呼吸活性略有下降。

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