Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/25249
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dc.contributor.authorAbdoulhalik, A-
dc.contributor.authorAbdelgawad, AM-
dc.contributor.authorAhmed, AA-
dc.contributor.authorMoutari, S-
dc.contributor.authorHamill, G-
dc.date.accessioned2022-09-29T14:08:06Z-
dc.date.available2022-09-29T14:08:06Z-
dc.date.issued2022-09-14-
dc.identifier116200-
dc.identifier.citationAbdoulhalik, A. et al. (2022) ‘Assessing the protective effect of cutoff walls on groundwater pumping against saltwater upconing in coastal aquifers’ Journal of Environmental Management, 323, pp 1 - 10. doi: 10.1016/j.jenvman.2022.116200.en_US
dc.identifier.issn0301-4797-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/25249-
dc.descriptionData availability: No data was used for the research described in the article.-
dc.description.abstractCopyright © 2022 The Authors. Subsurface physical barriers are amongst the most effective methods to mitigate seawater intrusion in coastal aquifers. The main objective of this study was to examine the impact of cutoff walls on saltwater upconing using laboratory and numerical modelling experiments. Physical experiments were first completed to reproduce the saltwater upconing process in a laboratory-scale coastal aquifer model incorporating an impermeable cutoff wall. Numerical modelling was used for validation purposes and to perform additional simulations to explore the protective effect of cutoff walls against saltwater upconing. The results suggest that the cutoff wall did not substantially delay the saltwater upconing mechanism in the investigated configurations. Laboratory and numerical observations showed the existence of some residual saline water, which remained on the upper part of the aquifer on the seaward side of the wall following the retreat of the saltwater. The protective effect of cutoff walls was noticeably sensitive to the design parameters. Specifically, cutoff walls installed close to the pumping well enabled the implementation of higher pumping rates, therefore a more optimal use of the freshwater, especially for deeper wells. The results highlighted that the penetration depth of the cutoff walls may not necessarily need to exceed the depth of the pumping well to ensure effectiveness, which is of great importance from construction and economic perspectives.en_US
dc.format.extent1 - 10-
dc.format.mediumPrint-Electronic-
dc.languageen-
dc.publisherElsevier BVen_US
dc.rightsCopyright © 2022 The Authors. Published by Elsevier Ltd. This is an open access article under the CC BY license (https://creativecommons.org/licenses/by/4.0/).-
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/-
dc.subjectseawater intrusionen_US
dc.subjectsubsurface barriersen_US
dc.subjectgroundwater abstractionen_US
dc.subjectcoastal aquifer managementen_US
dc.subjectsaltwater upconingen_US
dc.subjectpumping well salinisationen_US
dc.subjectlaboratory experimentsen_US
dc.subjectnumerical modellingen_US
dc.titleAssessing the protective effect of cutoff walls on groundwater pumping against saltwater upconing in coastal aquifersen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.jenvman.2022.116200-
dc.relation.isPartOfJournal of Environmental Management-
pubs.publication-statusPublished-
pubs.volume323-
dc.identifier.eissn1095-8630-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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