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波兰部分生活污水处理厂中表面活性剂去除效率的评估。

Evaluation of surfactant removal efficiency in selected domestic wastewater treatment plants in Poland.

作者信息

Kruszelnicka Izabela, Ginter-Kramarczyk Dobrochna, Wyrwas Bogdan, Idkowiak Jakub

机构信息

1Faculty of Civil and Environmental Engineering, Poznan University of Technology, Berdychowo 4, 60-965 Poznan, Poland.

2Faculty of Chemistry and Technical Electrochemistry, Poznan University of Technology, Berdychowo 4, 60-965 Poznan, Poland.

出版信息

J Environ Health Sci Eng. 2019 Jul 10;17(2):1257-1264. doi: 10.1007/s40201-019-00387-6. eCollection 2019 Dec.

Abstract

The aim of this study was to evaluate the work of a two types of household sewage treatment plant: wetland wastewater treatment plant (ORS type) and treatment plant of SBR type (SBR-K-6 type). Physicochemical analyses of selected pollution indices (BOD, COD, total suspension, total phosphorus) and surfactants were carried out and compared with currently applicable values of such indexes according to the Regulation of the Minister of the Environment in Poland on the conditions to be met when discharging sewage into water or soil, and on the substances particularly harmful to the aquatic environment. The removal efficiency of organic compounds, expressed as COD and BOD, reached the threshold of 90%, which is required in regulations. In contrast, the effects of removal of biogenic compounds were low - in case of total nitrogen the removal rate reached approx. 40% and the desired admissible concentration of 30 mg N/L was not achieved. The reduction efficiency of total suspended solids reached 57.0 and 59.6% for the ORS and SBR-K-6 type objects, respectively, and therefore the required threshold of minimum 90% was not reached. Anionic surfactants were removed by up to 98 and 88% in the ORS and SBR-K-6 type wastewater treatment plants, respectively. Lower removal efficiency was achieved in case on non-ionic surfactants, which reached 76% for the ORS type object and 56% for the SBR-K-6 type object. This article proven high wastewater treatment efficiency and lower than necessary concentrations in the effluent from domestic wastewater treatment plants may be achieved mainly by proper exploitation of the devices and appropriately selected vegetation.

摘要

本研究的目的是评估两种类型的家庭污水处理厂的工作情况

湿地污水处理厂(ORS型)和SBR型污水处理厂(SBR-K-6型)。对选定的污染指标(生化需氧量、化学需氧量、总悬浮物、总磷)和表面活性剂进行了物理化学分析,并根据波兰环境部长关于污水排放到水或土壤中应满足的条件以及对水生环境特别有害的物质的规定,将其与这些指标目前适用的值进行了比较。以化学需氧量和生化需氧量表示的有机化合物去除效率达到了法规要求的90%阈值。相比之下,生物源化合物的去除效果较低——总氮的去除率约为40%,未达到30 mg N/L的期望允许浓度。ORS型和SBR-K-6型处理对象的总悬浮物去除效率分别达到57.0%和59.6%,因此未达到至少90%的要求阈值。ORS型和SBR-K-6型污水处理厂中阴离子表面活性剂的去除率分别高达98%和88%。非离子表面活性剂的去除效率较低,ORS型处理对象达到76%,SBR-K-6型处理对象达到56%。本文证明,通过正确使用设备和适当选择植被,可实现较高的污水处理效率,且生活污水处理厂出水浓度低于必要浓度。

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