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Polluted soil leaching: unsaturated conditions and flow rate effects
Author(s) -
Chourouk Mathlouthi,
Mariem Kacem,
Zyed Mesticou,
Philippe Dubujet
Publication year - 2017
Publication title -
eurasian journal of soil science (ejss)
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.24
H-Index - 5
ISSN - 2147-4249
DOI - 10.18393/ejss.286629
Subject(s) - leachate , leaching (pedology) , pollutant , pollution , environmental chemistry , hydraulic conductivity , soil water , environmental science , volumetric flow rate , leaching model , soil contamination , soil science , environmental engineering , chemistry , soil fertility , ecology , physics , organic chemistry , quantum mechanics , biology
In this study, soil samples are extracted from a polluted site at different depths. Soils texture and pollutant presence are different with depth. Preliminary analyzes showed pollution by heavy metals. To simulate soil leaching operation in static condition, a series of leaching tests are conducted in laboratory column under conditions of upflow unsaturated soil. Electrical conductivity and pH measurements on the recovered leachate are performed. Different flow rates are tested. Comparison of different profiles shows that the dissolved pollutants are concentrated in the upper soil levels and disperse weakly in the lower parts which confirm the nature of anthropogenic pollution of heavy metals. Water mobilizes a high amount of dissolved ionic substances up to 80% of the initial concentration. The increase in flow rate requires more pore volume injected to achieve the maximum clearance rate. The down flow condition extracts a small amount of dissolved substances.

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