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Experimental and numerical evaluation of Groundwater Circulation Wells as a remediation technology for persistent, low permeability contaminant source zones.
Tatti, Fabio; Petrangeli Papini, Marco; Torretta, Vincenzo; Mancini, Giuseppe; Boni, Maria Rosaria; Viotti, Paolo.
Affiliation
  • Tatti F; Department of Civil, Building and Environmental Engineering (DICEA), Sapienza University of Rome, Via Eudossiana 18, Rome 00184, Italy. Electronic address: fabio.tatti@uniroma1.it.
  • Petrangeli Papini M; Department of Chemistry, Sapienza University of Rome, Piazzale Aldo Moro 5, Rome 00185, Italy.
  • Torretta V; Department of Theoretical and Applied Sciences, University of Insubria, via GB Vico 46, Varese I-21100, Italy.
  • Mancini G; Department of Electric, Electronic and Computer Engineering, University of Catania, Viale Andrea Doria 6, Catania 95126, Italy.
  • Boni MR; Department of Civil, Building and Environmental Engineering (DICEA), Sapienza University of Rome, Via Eudossiana 18, Rome 00184, Italy.
  • Viotti P; Department of Civil, Building and Environmental Engineering (DICEA), Sapienza University of Rome, Via Eudossiana 18, Rome 00184, Italy.
J Contam Hydrol ; 222: 89-100, 2019 Apr.
Article in En | MEDLINE | ID: mdl-30878242
ABSTRACT
Contaminants removal stoked inside low permeability zones of aquifers is one of the most important challenge of groundwater remediation process today. Low permeability layers can be considered persistent secondary sources of contamination because they release pollutants by molecular diffusion after primary source of contamination is reduced, causing long plum tails (Back-Diffusion). In this study, the Groundwater Circulation Well (GCW) system was investigated as an alternative remediation technology to the low efficient traditional pumping technologies to restore contaminated low permeability layers of aquifers. The GCW system creates vertical groundwater circulation cells by drawing groundwater through a screen of a multi-screen well and discharging it through another screen. The suitability of this technology to remediate contaminated low permeability zones was investigated by laboratory test and numerical simulations. The collected data were used to calibrate a model created to simulate the Back-Diffusion process and to evaluate the effect of different pumping technologies on the depletion time of that process. Results show that the efficiency of the GCW is dependent on the position and on the geometry of the low permeability zones, however the GCW system appears more suitable to restore contaminated low permeability layers of aquifers than the traditional pumping technology.
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Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Water Pollutants, Chemical / Groundwater Language: En Journal: J Contam Hydrol Journal subject: TOXICOLOGIA Year: 2019 Document type: Article

Full text: 1 Collection: 01-internacional Database: MEDLINE Main subject: Water Pollutants, Chemical / Groundwater Language: En Journal: J Contam Hydrol Journal subject: TOXICOLOGIA Year: 2019 Document type: Article
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