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砂滤器间歇性出流及其对包气带溶质迁移的综合作用

Intermittent flux from a sand filter for household wastewater and integrated solute transfer to the vadose zone.

机构信息

LEESU lab., UMR MA 102, Ecole des Ponts ParisTech, Université Paris Est, 6 et 8 avenue Blaise Pascal, 77455, Marne-la-Vallée Cedex 2, France.

GeF lab., Géomatique et foncier, EA 4630, Le Cnam, 2 rue Conté, 75003, Paris, France.

出版信息

Environ Sci Pollut Res Int. 2019 Jan;26(3):2167-2183. doi: 10.1007/s11356-018-1466-8. Epub 2018 Feb 24.

DOI:10.1007/s11356-018-1466-8
PMID:29478162
Abstract

Depending on the actual number of soil-based on-site wastewater treatment system (OWTS) in an area, on-site sanitation may be a significant source of pollutants and a threat to groundwater. Even in the case of a system functioning correctly, here, a sand filter substituted for the in-situ soil, as the treated effluent may reach to the water table, it is necessary evaluating in situ how much the sand and underneath soil respectively contribute to pollutant removal. On the plot of a household in a small rural community, the functioning of a real scale OWTS was monitored for 1.5 years. This system, composed of a septic tank connected to a 5 × 5 m and 0.7-m thick aerobic sand filter was equipped with soil hydrodynamic probes (water content and matrix potential) during construction. By using the instantaneous profile method of water content, the intermittent infiltrated flux was determined across the sand-pack according to position and time. Treated water infiltrates into underneath soil acting as post-treatment. Quality of interstitial liquid from the sand and the soil was analysed each month on a 12-h pumping sample obtained through porous plates. Results of water fluxes and concentrations provide an estimate of the annual flux to the vadose zone and groundwater of metals, nutrients and some organic micro-pollutants (parabens and triclosan) through the OWTS and subsoil.

摘要

根据一个地区实际存在的土壤就地污水处理系统(OWTS)数量,就地卫生可能是污染物的重要来源,并对地下水构成威胁。即使系统正常运行,这里用砂滤代替了原位土壤,因为处理后的废水可能会到达地下水位,因此有必要评估原位情况下砂层和其下土壤分别对污染物去除的贡献。在一个小型农村社区的一户人家的场地上,对一个实际规模的 OWTS 进行了 1.5 年的监测。该系统由一个与 5×5m 和 0.7m 厚的好氧砂滤池相连的化粪池组成,在建造过程中配备了土壤水动力探头(含水量和基质势)。通过使用含水量瞬时剖面法,根据位置和时间确定了整个砂包的间歇性渗透通量。处理后的水渗透到下面的土壤中,作为后续处理。每个月通过多孔板抽取 12 小时的水样,分析来自砂层和土壤的间隙液体的质量。水通量和浓度的结果估计了通过 OWTS 和底土进入包气带和地下水的金属、营养物和一些有机微污染物(对羟基苯甲酸酯和三氯生)的年通量。

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