Finite element modelling of seawater intrusion in Wadi Ham aquifer, UAE
Purpose - Seawater intrusion represents a major problem in many coastal aquifers all over the world. It degrades the water-quality and hence the groundwater may become unsuitable for domestic and agriculture purposes. Due to the direct hydraulic contact between the freshwater and saline water in coa...
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description | Purpose - Seawater intrusion represents a major problem in many coastal aquifers all over the world. It degrades the water-quality and hence the groundwater may become unsuitable for domestic and agriculture purposes. Due to the direct hydraulic contact between the freshwater and saline water in coastal aquifers and the density difference between the two water bodies, the seawater migrates inland. The problem is exacerbated when the groundwater abstraction rates exceed the natural recharge from rainfall events. The key to controlling this problem is to maintain the proper balance between water being pumped from the aquifer and the amount of water recharging it. The purpose of this paper is to present a coupled transient finite element model for simulation of fluid flow and solute transport in soils with application to study seawater intrusion in coastal aquifers.Design methodology approach - The model includes coupling of fluid flow and solute transport. Transient density-dependent flow and the dependency of dispersion on velocity are considered. After validation, the model is applied to predict the seawater intrusion in the Wadi Ham aquifer, UAE in vertical sections and the results are compared with those from a commercial code (SEWAT) which was used to simulate seawater intrusion in the aquifer in a horizontal section.Findings - A good agreement is observed between the results of the current model in the vertical cross-section and those of SEWAT in the horizontal cross-section for the case of Wadi Ham. The results show that the model can predict the extent of seawater intrusion (and the transition zone) and distribution of salt concentration in the aquifer with a good accuracy.Originality value - The developed model includes coupling of fluid flow and solute transport in saturated and unsaturated porous media. Transient density-dependent flow and the dependency of dispersion on velocity are considered. The model has been applied to a real world case study. A combination of the results in vertical and horizontal sections has been used to build a 3D picture of seawater intrusion in the aquifer. |
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It degrades the water-quality and hence the groundwater may become unsuitable for domestic and agriculture purposes. Due to the direct hydraulic contact between the freshwater and saline water in coastal aquifers and the density difference between the two water bodies, the seawater migrates inland. The problem is exacerbated when the groundwater abstraction rates exceed the natural recharge from rainfall events. The key to controlling this problem is to maintain the proper balance between water being pumped from the aquifer and the amount of water recharging it. The purpose of this paper is to present a coupled transient finite element model for simulation of fluid flow and solute transport in soils with application to study seawater intrusion in coastal aquifers.Design methodology approach - The model includes coupling of fluid flow and solute transport. Transient density-dependent flow and the dependency of dispersion on velocity are considered. After validation, the model is applied to predict the seawater intrusion in the Wadi Ham aquifer, UAE in vertical sections and the results are compared with those from a commercial code (SEWAT) which was used to simulate seawater intrusion in the aquifer in a horizontal section.Findings - A good agreement is observed between the results of the current model in the vertical cross-section and those of SEWAT in the horizontal cross-section for the case of Wadi Ham. The results show that the model can predict the extent of seawater intrusion (and the transition zone) and distribution of salt concentration in the aquifer with a good accuracy.Originality value - The developed model includes coupling of fluid flow and solute transport in saturated and unsaturated porous media. Transient density-dependent flow and the dependency of dispersion on velocity are considered. The model has been applied to a real world case study. A combination of the results in vertical and horizontal sections has been used to build a 3D picture of seawater intrusion in the aquifer.</description><identifier>ISSN: 0264-4401</identifier><identifier>EISSN: 1758-7077</identifier><identifier>DOI: 10.1108/02644401211235852</identifier><language>eng</language><publisher>Bradford: Emerald Group Publishing Limited</publisher><subject>Aquifers ; Computational fluid dynamics ; Finite element analysis ; Fluid dynamics ; Fluid flow ; Fluids ; Groundwater ; Ham ; Intrusion ; Irrigation ; Mathematical models ; Saline water ; Sea level ; Sea water ; Seawater ; Studies ; Water supply</subject><ispartof>Engineering computations, 2012-01, Vol.29 (5), p.484-503</ispartof><rights>Emerald Group Publishing Limited</rights><rights>Copyright Emerald Group Publishing Limited 2012</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c384t-1cd5b4b33d2ed6bfa2a0d4918289d9541cca62ab0158c3df3f411ae37afaff63</citedby><cites>FETCH-LOGICAL-c384t-1cd5b4b33d2ed6bfa2a0d4918289d9541cca62ab0158c3df3f411ae37afaff63</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.emerald.com/insight/content/doi/10.1108/02644401211235852/full/pdf$$EPDF$$P50$$Gemerald$$H</linktopdf><linktohtml>$$Uhttps://www.emerald.com/insight/content/doi/10.1108/02644401211235852/full/html$$EHTML$$P50$$Gemerald$$H</linktohtml><link.rule.ids>314,776,780,961,11614,27901,27902,52661,52664</link.rule.ids></links><search><creatorcontrib>Javadi, A.A.</creatorcontrib><creatorcontrib>Sherif, M.M.</creatorcontrib><creatorcontrib>Abd-Elhamid, H.F.</creatorcontrib><title>Finite element modelling of seawater intrusion in Wadi Ham aquifer, UAE</title><title>Engineering computations</title><description>Purpose - Seawater intrusion represents a major problem in many coastal aquifers all over the world. It degrades the water-quality and hence the groundwater may become unsuitable for domestic and agriculture purposes. Due to the direct hydraulic contact between the freshwater and saline water in coastal aquifers and the density difference between the two water bodies, the seawater migrates inland. The problem is exacerbated when the groundwater abstraction rates exceed the natural recharge from rainfall events. The key to controlling this problem is to maintain the proper balance between water being pumped from the aquifer and the amount of water recharging it. The purpose of this paper is to present a coupled transient finite element model for simulation of fluid flow and solute transport in soils with application to study seawater intrusion in coastal aquifers.Design methodology approach - The model includes coupling of fluid flow and solute transport. Transient density-dependent flow and the dependency of dispersion on velocity are considered. After validation, the model is applied to predict the seawater intrusion in the Wadi Ham aquifer, UAE in vertical sections and the results are compared with those from a commercial code (SEWAT) which was used to simulate seawater intrusion in the aquifer in a horizontal section.Findings - A good agreement is observed between the results of the current model in the vertical cross-section and those of SEWAT in the horizontal cross-section for the case of Wadi Ham. The results show that the model can predict the extent of seawater intrusion (and the transition zone) and distribution of salt concentration in the aquifer with a good accuracy.Originality value - The developed model includes coupling of fluid flow and solute transport in saturated and unsaturated porous media. Transient density-dependent flow and the dependency of dispersion on velocity are considered. The model has been applied to a real world case study. A combination of the results in vertical and horizontal sections has been used to build a 3D picture of seawater intrusion in the aquifer.</description><subject>Aquifers</subject><subject>Computational fluid dynamics</subject><subject>Finite element analysis</subject><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Fluids</subject><subject>Groundwater</subject><subject>Ham</subject><subject>Intrusion</subject><subject>Irrigation</subject><subject>Mathematical models</subject><subject>Saline water</subject><subject>Sea level</subject><subject>Sea water</subject><subject>Seawater</subject><subject>Studies</subject><subject>Water supply</subject><issn>0264-4401</issn><issn>1758-7077</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>BENPR</sourceid><recordid>eNqNkE1LAzEQhoMoWKs_wFvAi4eu5nM3OZbSD6HgpeJxmW4SSdmPNtlF_Pem1JP14GkG5nmGmRehe0qeKCXqmbBcCEEoo5RxqSS7QCNaSJUVpCgu0eg4z47ANbqJcUcIKTgnI7Rc-Nb3FtvaNrbtcdMZW9e-_cCdw9HCJ_Q2YN_2YYi-a1OH38F4vIIGw2HwzoYJfpvOb9GVgzrau586RpvFfDNbZevX5ctsus4qrkSf0crIrdhybpg1-dYBA2KEpoopbbQUtKogZ7AlVKqKG8edoBQsL8CBczkfo8fT2n3oDoONfdn4WKWLobXdEEtKuGJaK8kT-vAL3XVDaNNxiWIs11LrIlH0RFWhizFYV-6DbyB8Jag8JlueJZsccnJSZAFq8y9l8rdyhpb79PU3Qz-FWQ</recordid><startdate>20120101</startdate><enddate>20120101</enddate><creator>Javadi, A.A.</creator><creator>Sherif, M.M.</creator><creator>Abd-Elhamid, H.F.</creator><general>Emerald Group Publishing Limited</general><scope>AAYXX</scope><scope>CITATION</scope><scope>0U~</scope><scope>1-H</scope><scope>7SC</scope><scope>7TB</scope><scope>7WY</scope><scope>7WZ</scope><scope>7XB</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AFKRA</scope><scope>ARAPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BEZIV</scope><scope>BGLVJ</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>F~G</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>JQ2</scope><scope>K6~</scope><scope>K7-</scope><scope>KR7</scope><scope>L.-</scope><scope>L.0</scope><scope>L6V</scope><scope>L7M</scope><scope>L~C</scope><scope>L~D</scope><scope>M0C</scope><scope>M0N</scope><scope>M2P</scope><scope>M7S</scope><scope>P5Z</scope><scope>P62</scope><scope>PQBIZ</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>Q9U</scope></search><sort><creationdate>20120101</creationdate><title>Finite element modelling of seawater intrusion in Wadi Ham aquifer, UAE</title><author>Javadi, A.A. ; Sherif, M.M. ; Abd-Elhamid, H.F.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c384t-1cd5b4b33d2ed6bfa2a0d4918289d9541cca62ab0158c3df3f411ae37afaff63</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Aquifers</topic><topic>Computational fluid dynamics</topic><topic>Finite element analysis</topic><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Fluids</topic><topic>Groundwater</topic><topic>Ham</topic><topic>Intrusion</topic><topic>Irrigation</topic><topic>Mathematical models</topic><topic>Saline water</topic><topic>Sea level</topic><topic>Sea water</topic><topic>Seawater</topic><topic>Studies</topic><topic>Water supply</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Javadi, A.A.</creatorcontrib><creatorcontrib>Sherif, M.M.</creatorcontrib><creatorcontrib>Abd-Elhamid, H.F.</creatorcontrib><collection>CrossRef</collection><collection>Global News & ABI/Inform Professional</collection><collection>Trade PRO</collection><collection>Computer and Information Systems Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>ABI/INFORM Collection</collection><collection>ABI/INFORM Global (PDF only)</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>ProQuest Pharma Collection</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest Central UK/Ireland</collection><collection>Advanced Technologies & Aerospace Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Business Premium Collection</collection><collection>Technology Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>ABI/INFORM Global (Corporate)</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Computer Science Collection</collection><collection>ProQuest Business Collection</collection><collection>Computer Science Database</collection><collection>Civil Engineering Abstracts</collection><collection>ABI/INFORM Professional Advanced</collection><collection>ABI/INFORM Professional Standard</collection><collection>ProQuest Engineering Collection</collection><collection>Advanced Technologies Database with Aerospace</collection><collection>Computer and Information Systems Abstracts Academic</collection><collection>Computer and Information Systems Abstracts Professional</collection><collection>ABI/INFORM Global</collection><collection>Computing Database</collection><collection>Science Database</collection><collection>Engineering Database</collection><collection>Advanced Technologies & Aerospace Database</collection><collection>ProQuest Advanced Technologies & Aerospace Collection</collection><collection>ProQuest One Business</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>ProQuest Central Basic</collection><jtitle>Engineering computations</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Javadi, A.A.</au><au>Sherif, M.M.</au><au>Abd-Elhamid, H.F.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Finite element modelling of seawater intrusion in Wadi Ham aquifer, UAE</atitle><jtitle>Engineering computations</jtitle><date>2012-01-01</date><risdate>2012</risdate><volume>29</volume><issue>5</issue><spage>484</spage><epage>503</epage><pages>484-503</pages><issn>0264-4401</issn><eissn>1758-7077</eissn><abstract>Purpose - Seawater intrusion represents a major problem in many coastal aquifers all over the world. It degrades the water-quality and hence the groundwater may become unsuitable for domestic and agriculture purposes. Due to the direct hydraulic contact between the freshwater and saline water in coastal aquifers and the density difference between the two water bodies, the seawater migrates inland. The problem is exacerbated when the groundwater abstraction rates exceed the natural recharge from rainfall events. The key to controlling this problem is to maintain the proper balance between water being pumped from the aquifer and the amount of water recharging it. The purpose of this paper is to present a coupled transient finite element model for simulation of fluid flow and solute transport in soils with application to study seawater intrusion in coastal aquifers.Design methodology approach - The model includes coupling of fluid flow and solute transport. Transient density-dependent flow and the dependency of dispersion on velocity are considered. After validation, the model is applied to predict the seawater intrusion in the Wadi Ham aquifer, UAE in vertical sections and the results are compared with those from a commercial code (SEWAT) which was used to simulate seawater intrusion in the aquifer in a horizontal section.Findings - A good agreement is observed between the results of the current model in the vertical cross-section and those of SEWAT in the horizontal cross-section for the case of Wadi Ham. The results show that the model can predict the extent of seawater intrusion (and the transition zone) and distribution of salt concentration in the aquifer with a good accuracy.Originality value - The developed model includes coupling of fluid flow and solute transport in saturated and unsaturated porous media. Transient density-dependent flow and the dependency of dispersion on velocity are considered. The model has been applied to a real world case study. A combination of the results in vertical and horizontal sections has been used to build a 3D picture of seawater intrusion in the aquifer.</abstract><cop>Bradford</cop><pub>Emerald Group Publishing Limited</pub><doi>10.1108/02644401211235852</doi><tpages>20</tpages></addata></record> |
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subjects | Aquifers Computational fluid dynamics Finite element analysis Fluid dynamics Fluid flow Fluids Groundwater Ham Intrusion Irrigation Mathematical models Saline water Sea level Sea water Seawater Studies Water supply |
title | Finite element modelling of seawater intrusion in Wadi Ham aquifer, UAE |
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