| Literature DB >> 28929297 |
Giovanni Francesco Santonastaso1, Immacolata Bortone2, Simeone Chianese3, Armando Di Nardo1, Michele Di Natale1, Alessandro Erto4, Despina Karatza1, Dino Musmarra1.
Abstract
The following paper presents a method to optimise a discontinuous permeable adsorptive barrier (PAB-D). This method is based on the comparison of different PAB-D configurations obtained by changing some of the main PAB-D design parameters. In particular, the well diameters, the distance between two consecutive passive wells and the distance between two consecutive well lines were varied, and a cost analysis for each configuration was carried out in order to define the best performing and most cost-effective PAB-D configuration. As a case study, a benzene-contaminated aquifer located in an urban area in the north of Naples (Italy) was considered. The PAB-D configuration with a well diameter of 0.8 m resulted the best optimised layout in terms of performance and cost-effectiveness. Moreover, in order to identify the best configuration for the remediation of the aquifer studied, a comparison with a continuous permeable adsorptive barrier (PAB-C) was added. In particular, this showed a 40% reduction of the total remediation costs by using the optimised PAB-D.Entities:
Keywords: Adsorption; Benzene; Design and cost analysis; Design optimisation; Groundwater remediation; Permeable adsorptive barrier
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Year: 2017 PMID: 28929297 DOI: 10.1007/s11356-017-0220-y
Source DB: PubMed Journal: Environ Sci Pollut Res Int ISSN: 0944-1344 Impact factor: 4.223