A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation

This paper deals with a procedure to optimize the design of permeable reactive barrier (PRB) built with activated carbon for the in situ remediation of a polluted aquifer. A simulation-based heuristic procedure is developed to define, with an iterative procedure, the optimal position and geometrical...

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Main Authors: A. Di Nardo, I. Bortone, M. Di Natale, A. Erto, D. Musmarra
Format: Article
Language:English
Published: Hindawi - SAGE Publishing 2014-03-01
Series:Adsorption Science & Technology
Online Access:https://doi.org/10.1260/0263-6174.32.2-3.125
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spelling doaj-7d486b8149934ff3b2d0d14716149e522021-04-02T11:44:58ZengHindawi - SAGE PublishingAdsorption Science & Technology0263-61742048-40382014-03-013210.1260/0263-6174.32.2-3.125A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater RemediationA. Di Nardo0I. Bortone1M. Di Natale2A. Erto3D. Musmarra4 Dipartimento di Ingegneria Civile, Design, Edilizia e Ambiente, Seconda Università degli Studi di Napoli, via Roma, 29-81031 Aversa (CE), Italy Dipartimento di Ingegneria Civile, Design, Edilizia e Ambiente, Seconda Università degli Studi di Napoli, via Roma, 29-81031 Aversa (CE), Italy Dipartimento di Ingegneria Civile, Design, Edilizia e Ambiente, Seconda Università degli Studi di Napoli, via Roma, 29-81031 Aversa (CE), Italy Dipartimento di Ingegneria Chimica, dei Materiali e della Produzione Industriale, Università di Napoli Federico II, P.le Tecchio, 80-80125 Napoli, Italy Dipartimento di Ingegneria Civile, Design, Edilizia e Ambiente, Seconda Università degli Studi di Napoli, via Roma, 29-81031 Aversa (CE), ItalyThis paper deals with a procedure to optimize the design of permeable reactive barrier (PRB) built with activated carbon for the in situ remediation of a polluted aquifer. A simulation-based heuristic procedure is developed to define, with an iterative procedure, the optimal position and geometrical dimensions of the barrier itself, which simultaneously assure the respect of pollutant concentration limits and minimum barrier size. A computer code is used to describe the field motion of the aquifer, the contaminant transport and the adsorption phenomena occurring inside the barrier. A real aquifer polluted by tetrachloroethylene (PCE) situated in the area north of Naples (Italy) is presented as a case study. Simulation results show that a PRB formed by sections of different width, tuned to the different values of PCE concentration in the plume, can assure an effective remediation of the site.https://doi.org/10.1260/0263-6174.32.2-3.125
collection DOAJ
language English
format Article
sources DOAJ
author A. Di Nardo
I. Bortone
M. Di Natale
A. Erto
D. Musmarra
spellingShingle A. Di Nardo
I. Bortone
M. Di Natale
A. Erto
D. Musmarra
A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
Adsorption Science & Technology
author_facet A. Di Nardo
I. Bortone
M. Di Natale
A. Erto
D. Musmarra
author_sort A. Di Nardo
title A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
title_short A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
title_full A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
title_fullStr A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
title_full_unstemmed A Heuristic Procedure to Optimize the Design of a Permeable Reactive Barrier for Groundwater Remediation
title_sort heuristic procedure to optimize the design of a permeable reactive barrier for groundwater remediation
publisher Hindawi - SAGE Publishing
series Adsorption Science & Technology
issn 0263-6174
2048-4038
publishDate 2014-03-01
description This paper deals with a procedure to optimize the design of permeable reactive barrier (PRB) built with activated carbon for the in situ remediation of a polluted aquifer. A simulation-based heuristic procedure is developed to define, with an iterative procedure, the optimal position and geometrical dimensions of the barrier itself, which simultaneously assure the respect of pollutant concentration limits and minimum barrier size. A computer code is used to describe the field motion of the aquifer, the contaminant transport and the adsorption phenomena occurring inside the barrier. A real aquifer polluted by tetrachloroethylene (PCE) situated in the area north of Naples (Italy) is presented as a case study. Simulation results show that a PRB formed by sections of different width, tuned to the different values of PCE concentration in the plume, can assure an effective remediation of the site.
url https://doi.org/10.1260/0263-6174.32.2-3.125
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