دورية أكاديمية
Numerical analysis of physical barriers systems efficiency in controlling saltwater intrusion in coastal aquifers.
العنوان: | Numerical analysis of physical barriers systems efficiency in controlling saltwater intrusion in coastal aquifers. |
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المؤلفون: | Abd-Elaty I; Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig, 44519, Egypt., Abd-Elhamid HF; Department of Water and Water Structures Engineering, Faculty of Engineering, Zagazig University, Zagazig, 44519, Egypt. hany_farhat2003@yahoo.com.; Civil Engineering Department, College of Engineering, Shaqra University, Dawadmi, 11911, Saudi Arabia. hany_farhat2003@yahoo.com., Nezhad MM; School of Engineering, The University of Warwick, Coventry, CV4 7AL, UK. |
المصدر: | Environmental science and pollution research international [Environ Sci Pollut Res Int] 2019 Dec; Vol. 26 (35), pp. 35882-35899. Date of Electronic Publication: 2019 Nov 09. |
نوع المنشور: | Journal Article |
اللغة: | English |
بيانات الدورية: | Publisher: Springer Country of Publication: Germany NLM ID: 9441769 Publication Model: Print-Electronic Cited Medium: Internet ISSN: 1614-7499 (Electronic) Linking ISSN: 09441344 NLM ISO Abbreviation: Environ Sci Pollut Res Int Subsets: MEDLINE |
أسماء مطبوعة: | Publication: <2013->: Berlin : Springer Original Publication: Landsberg, Germany : Ecomed |
مواضيع طبية MeSH: | Groundwater/*analysis , Seawater/*analysis, Florida ; Groundwater/chemistry ; Salinity ; Seawater/chemistry |
مستخلص: | Saltwater intrusion (SWI) increases salinity of aquifers and depletion of groundwater resources in coastal aquifers. Different methods have been used to control SWI in the coastal aquifers in order to protect groundwater. In this paper, applicability of physical subsurface barriers (PSB) methods to control SWI in the Biscayne aquifer in Florida, USA, is studied. Numerical models have been developed to study and compare performance of two types of the PSB namely cutoff wall and subsurface dam for SWI control. The developed numerical models have been verified through simulation of benchmark examples and then have been used to simulate a semi-hypothetical case study relying on hydrogeological data measured in the Biscayne aquifer. Different scenarios of barriers depths, locations, and permeability have been analyzed. The results indicated that the PSB can effectively control the intrusion of saline into coastal aquifers. However, cutoff wall gave higher retardation than sub-surface dams. |
References: | Ground Water. 2011 Mar-Apr;49(2):239-49. (PMID: 20533955) J Environ Manage. 2012 Dec 30;113:15-21. (PMID: 22996000) PLoS One. 2019 Feb 12;14(2):e0212008. (PMID: 30753221) |
فهرسة مساهمة: | Keywords: Control; Cutoff wall; Over pumping; Saltwater intrusion; Sub-surface dam |
تواريخ الأحداث: | Date Created: 20191111 Date Completed: 20200311 Latest Revision: 20200311 |
رمز التحديث: | 20240628 |
DOI: | 10.1007/s11356-019-06725-3 |
PMID: | 31707610 |
قاعدة البيانات: | MEDLINE |
تدمد: | 1614-7499 |
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DOI: | 10.1007/s11356-019-06725-3 |