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现场污水处理中的废水回用:细菌和病毒在不饱和流中通过砂滤器的移动。

Wastewater reuse in on-site wastewater treatment: bacteria and virus movement in unsaturated flow through sand filter.

作者信息

Sélas B, Lakel A, Andres Y, Le Cloirec P

机构信息

Centre Scientifique et Technique du Bâtiment, Département C.A.P.E., Division Gestion des Pollutions et Epuration, 11 rue Henri Picherit, BP 82341, 44323 Nantes Cedex 03, France.

出版信息

Water Sci Technol. 2003;47(1):59-64.

Abstract

In on-site wastewater treatment plants, effluents are pre-treated by septic tank and treated by soil infiltration or sand filtration systems, with unsaturated flow conditions. These systems remove efficiently carbon, nitrogen and suspended solids. But for microbial pollution, the treatment efficiency depends on the hydrodynamic behaviour and filtering media characteristics. Contamination of superficial water and groundwater due to pathogenic viruses and pathogenic bacteria is responsible for many diseases. The objective of this study is to approach the mechanisms and operating conditions to control bacteria and virus release in the environment. Experiments were carried out on reactors of different length packed with sand. Hydraulic load of 90 cm x d(-1) with a pulse periodic flow was used. The influence of chemical composition of the solution on the treatment efficiency has also been studied. For the first time, the residence time distribution (RTD) has been studied using a conservative tracer (KI), to determine the main hydrodynamic parameters. For the second time, the RTD with bacterial and viral tracers (E. coli, bacteriophage MS2) was applied, with the aim to define microbial behaviour in filtering media, including adsorption and filtration phenomena. This work allowed us to determine retardation factors according to the hydraulic loads and chemical composition.

摘要

在现场污水处理厂中,废水先经化粪池预处理,然后在非饱和流条件下通过土壤渗透或砂滤系统进行处理。这些系统能有效去除碳、氮和悬浮固体。但对于微生物污染,处理效率取决于水动力行为和过滤介质特性。致病性病毒和致病性细菌导致的地表水和地下水污染会引发多种疾病。本研究的目的是探讨控制环境中细菌和病毒释放的机制及运行条件。在装填沙子的不同长度的反应器上进行了实验。采用了90 cm·d⁻¹的水力负荷和脉冲周期流。还研究了溶液化学成分对处理效率的影响。首次使用保守示踪剂(碘化钾)研究停留时间分布(RTD),以确定主要水动力参数。第二次应用带有细菌和病毒示踪剂(大肠杆菌、噬菌体MS2)的RTD,目的是确定过滤介质中的微生物行为,包括吸附和过滤现象。这项工作使我们能够根据水力负荷和化学成分确定阻滞因子。

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