Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/29618
Full metadata record
DC FieldValueLanguage
dc.contributor.authorAbd-Elaty, I-
dc.contributor.authorKuriqi, A-
dc.contributor.authorAhmed, A-
dc.date.accessioned2024-08-29T14:18:24Z-
dc.date.available2024-08-29T14:18:24Z-
dc.date.issued2024-08-26-
dc.identifierORCiD: Ismail Abd-Elaty https://orcid.org/0000-0002-5833-2396-
dc.identifierORCiD: Alban Kuriqi https://orcid.org/0000-0001-7464-8377-
dc.identifier101318-
dc.identifier.citationAbd-Elaty, I., Kuriqi, A. and Ahmed, A. (2024) 'Effectiveness of different mixed physical barriers in controlling seawater intrusion in homogeneous and layered coastal aquifers’, Groundwater for Sustainable Development, 27, 101318, pp. 1 - 14. doi: 10.1016/j.gsd.2024.101318.en_US
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/29618-
dc.descriptionAvailability of data and material: Upon request.-
dc.descriptionCode availability: Upon request.-
dc.description.abstractThe intrusion of salt water into coastal regions threatens water resources, especially in arid and semi-arid regions. It damages large quantities of fresh water in these regions, and the productivity of the freshwater abstraction wells declines. Management of seawater intrusion (SWI) is therefore needed to improve fresh groundwater in these regions. This study investigated 12 different configurations of mixed physical subsurface barriers (MPBs) to control SWI in homogeneous and heterogeneous layered aquifers. The effectiveness of different MPB locations and configurations was tested, including (i) a barrier wall on the landward side and the subsurface dams on the seaward side, (ii) a barrier wall on the seaward side and a subsurface dam on the landward side, and (iii) the barrier wall was placed above the subsurface dam, both with different permeabilities. All simulations were based on the SEAWAT code. The numerical model was validated against experimental data. The results showed that a permeable cut-off wall above an impermeable subterranean dam (case MPB-3) with different permeabilities resulted in a reduction of the seawater wedge of 91% and 92% for homogeneous and heterogeneous layered aquifers, respectively. When the barrier wall was placed on the land side and the dam on the seaside (case MPB-1), the reduction of the seawater wedge reached 83% and 85% for homogeneous and heterogeneous layered aquifers, respectively. In contrast, when the dam was placed on the land side and the wall on the seaside (case MPB-2), the saltwater wedge was reduced by 73% for both homogeneous and heterogeneous layered aquifers. In addition, a case study was conducted on the Biscayne aquifer, southeast Florida, USA, with homogeneous conditions. Seawater intrusion was reduced by 36% and 44% in case MPB-1, 41% and 38% in case MPB-2, and 43% and 46% in case MPB-3. These seawater intrusion control methods offer numerous benefits, including improving freshwater storage, effectively controlling salinity during droughts, and potentially improving contaminant management.en_US
dc.description.sponsorshipThis study did not receive any funding. Ismail Abd-Elaty thanks the Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig 44519, Egypt, for constant support during the study. Alban Kuriqi is grateful for the Foundation for Science and Technology's support through funding UIDB/04625/2020 from the research unit CERIS (https://doi.org/10.54499/UIDB/04625/2020.en_US
dc.format.extent1 - 14-
dc.format.mediumElectronic-
dc.languageEnglish-
dc.publisherElsevieren_US
dc.rightsCopyright © 2024 The Authors. Published by Elsevier B.V. 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.subjectaquifer desalinizationen_US
dc.subjectclimate changeen_US
dc.subjectcoastal aquifer managementen_US
dc.subjectcut-off wallen_US
dc.subjectfreshwater decontaminationen_US
dc.titleEffectiveness of different mixed physical barriers in controlling seawater intrusion in homogeneous and layered coastal aquifersen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.gsd.2024.101318-
dc.relation.isPartOfGroundwater for Sustainable Development-
pubs.publication-statusPublished online-
pubs.volume27-
dc.identifier.eissn2352-801X-
dc.rights.licensehttps://creativecommons.org/licenses/by/4.0/legalcode.en-
dc.rights.holderThe Authors-
Appears in Collections:Dept of Civil and Environmental Engineering Research Papers

Files in This Item:
File Description SizeFormat 
FullText.pdfCopyright © 2024 The Authors. Published by Elsevier B.V. This is an open access article under the CC BY license (https://creativecommons.org/licenses/by/4.0/).18.46 MBAdobe PDFView/Open


This item is licensed under a Creative Commons License Creative Commons