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Citation |
Pedretti D, Masetti M, Marangoni T, Beretta GP. Environ. Monit. Assess. 2012; 184(2): 607-624. |
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Affiliation |
GHS, Dept. Geotechnical Engineering and Geosciences, Universitat Politecnica de Catalunya-BarcelonaTech, C/Jordi-Girona 1-3, 08034, Barcelona, Spain, daniele.pedretti@upc.edu. |
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Copyright |
(Copyright © 2012, Holtzbrinck Springer Nature Publishing Group) |
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DOI |
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PMID |
21465133 |
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Abstract |
A specific 2-year program to monitor and test both the vadose zone and the saturated zone, coupled with a numerical analysis, was performed to evaluate the overall performance of slurry wall systems for containment of contaminated areas. Despite local physical confinement (slurry walls keyed into an average 2-m-thick aquitard), for at least two decades, high concentrations of chlorinated solvents (up to 110 mg l( - 1)) have been observed in aquifers that supply drinking water close to the city of Milan (Italy). Results of monitoring and in situ tests have been used to perform an unsaturated-saturated numerical model. These results yielded the necessary quantitative information to be used both for the determination of the hydraulic properties of the different media in the area and for the calibration and validation of the numerical model. Backfill material in the shallower part of the investigated aquifer dramatically affects the natural recharge of the encapsulated area. A transient simulation from wet to drought periods highlights a change in the ratio between leakages from lateral barriers that support a specific scenario of water loss through the containment system. The combination of monitoring and modelling allows a reliable estimate of the overall performance of the physical confinement to be made without using any invasive techniques on slurry wall. Language: en |