Discontinuous permeable adsorptive barrier design and cost analysis: a methodological approach to optimisation
dc.contributor.author | Santonastaso, Giovanni Francesco | |
dc.contributor.author | Bortone, Immacolata | |
dc.contributor.author | Chianese, Simeone | |
dc.contributor.author | Di Nardo, Armando | |
dc.contributor.author | Di Natale, Michele | |
dc.contributor.author | Erto, Alessandro | |
dc.contributor.author | Karatza, Despina | |
dc.contributor.author | Musmarra, Dino | |
dc.date.accessioned | 2017-10-19T08:52:31Z | |
dc.date.available | 2017-10-19T08:52:31Z | |
dc.date.issued | 2017-09-19 | |
dc.description.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. | en_UK |
dc.identifier.citation | Santonastaso, G.F., Bortone, I., Chianese, S. et al. Discontinuous permeable adsorptive barrier design and cost analysis: a methodological approach to optimisation. Environmental Science and Pollution Research, September 2018, Volume 25, Issue 27, pp 26793–26800 | en_UK |
dc.identifier.issn | 0944-1344 | |
dc.identifier.uri | https://doi.org/10.1007/s11356-017-0220-y | |
dc.identifier.uri | http://dspace.lib.cranfield.ac.uk/handle/1826/12660 | |
dc.language.iso | en | en_UK |
dc.publisher | Springer | en_UK |
dc.rights | Attribution-NonCommercial 4.0 International | |
dc.rights.uri | http://creativecommons.org/licenses/by-nc/4.0/ | |
dc.subject | Permeable adsorptive barrier | en_UK |
dc.subject | Benzene | en_UK |
dc.subject | Groundwater remediation | en_UK |
dc.subject | Adsorption | en_UK |
dc.subject | Design and cost analysis | en_UK |
dc.subject | Design optimisation | en_UK |
dc.title | Discontinuous permeable adsorptive barrier design and cost analysis: a methodological approach to optimisation | en_UK |
dc.type | Article | en_UK |
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