• Aucun résultat trouvé

Understanding of groundwater mineralization changes in a chalky aquifer affected by a mixture of chlorinated aliphatic hydrocarbons.

N/A
N/A
Protected

Academic year: 2021

Partager "Understanding of groundwater mineralization changes in a chalky aquifer affected by a mixture of chlorinated aliphatic hydrocarbons."

Copied!
1
0
0

Texte intégral

(1)

Geophysical Research Abstracts Vol. 21, EGU2019-5805, 2019 EGU General Assembly 2019

© Author(s) 2019. CC Attribution 4.0 license.

Understanding of groundwater mineralization changes in a chalky aquifer

affected by a mixture of chlorinated aliphatic hydrocarbons.

Youcef Boudjana (1), Phillippe Orban (1), Davide Gasparella (2), Serge Brouyere (1), and Alain Dassargues (1)

(1) Liège, School of Engineering, Urbain and Environmental Engineering , Belgium (y.boudjana@doct.uliege.be), (2) AECOM, Leuven, Belgium (davide.gasparella@aecom.com)

At an abandoned industrial site in Belgium, groundwater quality in a chalky aquifer had been impacted by a mixture of chlorinated aliphatic hydrocarbons inducing a significant change in hydrochemistry that is not fully understood. In previous investigations close to this site within the contaminant plume, an important increase of Ca2+, HCO−3 and Cl−was observed. In addition, SO2−4 showed concentrations up to five times the background concentrations in this aquifer.

In one hand, degradation of 1,1,1- trichloroethane by hydrolysis (HY) and dehydrohalogenation (DH) in the chalky aquifer explains partially the change of hydrochemistry. On the other hand, the backfill soil of this industrial site may also release compounds that migrate to the groundwater.

The aim of our study is to clarify mechanisms that influence the groundwater mineralization in this context and quantify the part of each process. We combined analyses of groundwater quality with tests for backfill character-ization. Water samples were collected from the existing groundwater monitoring network for chemical analyses (major ions and chlorinated aliphatic hydrocarbons). Backfill soil characterization was conducted by a combined mineralogical analysis: X-Ray Diffraction (XRD) with Scanning Electron Microscopy (SEM), and a leaching test. Furthermore, we compared δ34S and δ18O of SO4in the backfill leachate with those in the contaminated

ground-water.

The results confirm the increase of calcite dissolution as a consequence of degradation reactions (HY and DH) of 1,1,1- trichloroethane. A second source of hydrochemical change is the migration of sulfate calcium with water recharge, from the backfill to the groundwater.

Based on the collected data, calcite dissolution was estimated by batch geochemical simulations, whereas release capacity of the backfill has been experimentally obtained from the leaching test.

Références

Documents relatifs

/ La version de cette publication peut être l’une des suivantes : la version prépublication de l’auteur, la version acceptée du manuscrit ou la version de l’éditeur.. Access

rupted presence of infective reservoirs in the surrounding areas will inevitably result in reimporta- tion of infections, as we observed in the return of P. A more regional approach

La présente communication vise essentiellement à mettre en exergue le contenu de la politique publique touristique en Algérie et son évolution à travers les

Dans ce travail, notre objectif a été de développer un protocole permettant d’aboutir à l’élaboration de nanocristaux de cobalt de taille et forme

Il devient l’ami du pianiste accompagnateur Jacques Fray, ancien de chez Koechlin, il rencontre André Schaeffner (qui avant sa carrière d’ethnologue de la musique au musée

Comparisons of binned SCIAMACHY V5.04 with GOME WFDOAS V1.0 (upper left panel), SCIAMACHY V5.04 to GOME WFDOAS V1.0 (upper right panel), and SCIAMACHY V5.04 to SCIAMACHY WFDOAS

The model takes into account important quantifiable variables such as total landed costs, country and factory compliance risk, and Nike's Manufacturing Index (factory

A new Maximum Likelihood (ML) estimator for semi-variogram parameters in ordinary Kriging, based upon the assumption of a multi-normal distribution of the Kriging