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    Quantitative and Qualitative Assessment of Seawater Intrusion in Wadi Ham under Different Pumping Scenarios

    Source: Journal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author:
    Mohsen Sherif
    ,
    Ahmed Sefelnasr
    ,
    Abdel Azim Ebraheem
    ,
    Akbar Javadi
    DOI: 10.1061/(ASCE)HE.1943-5584.0000907
    Publisher: American Society of Civil Engineers
    Abstract: Arid coastal regions are more vulnerable to groundwater deterioration problems. Intensive groundwater abstraction from the coastal aquifer of Wadi Ham, United Arab Emirates, caused a severe saltwater intrusion problem. Given the deterioration of groundwater quality, domestic water supply from well fields have been terminated and replaced by desalinated seawater. In addition, many farms in southeast Fujairah city have been abandoned. This paper develops a two-dimensional finite element groundwater flow and solute transport model to simulate the spatial and temporal variations of the salinity distribution in the coastal aquifer of Wadi Ham, taking into account the transition zone between freshwater and seawater bodies. All simulations were conducted in the horizontal view under transient conditions. The available historical records of the water table levels were used to calibrate and validate the developed model. Emphasis was placed on the response of the transition zone to different pumping scenarios in Wadi Ham. The results indicated that the seawater intrusion problem has evolved rapidly during the last two decades. Unlike previous investigations, this study presents the most accurate quantitative and qualitative assessment of available groundwater in the Wadi Ham aquifer under different pumping scenarios.
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      Quantitative and Qualitative Assessment of Seawater Intrusion in Wadi Ham under Different Pumping Scenarios

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    https://yetl.yabesh.ir/yetl1/handle/yetl/63789
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    • Journal of Hydrologic Engineering

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    contributor authorMohsen Sherif
    contributor authorAhmed Sefelnasr
    contributor authorAbdel Azim Ebraheem
    contributor authorAkbar Javadi
    date accessioned2017-05-08T21:50:20Z
    date available2017-05-08T21:50:20Z
    date copyrightMay 2014
    date issued2014
    identifier other%28asce%29he%2E1943-5584%2E0000937.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63789
    description abstractArid coastal regions are more vulnerable to groundwater deterioration problems. Intensive groundwater abstraction from the coastal aquifer of Wadi Ham, United Arab Emirates, caused a severe saltwater intrusion problem. Given the deterioration of groundwater quality, domestic water supply from well fields have been terminated and replaced by desalinated seawater. In addition, many farms in southeast Fujairah city have been abandoned. This paper develops a two-dimensional finite element groundwater flow and solute transport model to simulate the spatial and temporal variations of the salinity distribution in the coastal aquifer of Wadi Ham, taking into account the transition zone between freshwater and seawater bodies. All simulations were conducted in the horizontal view under transient conditions. The available historical records of the water table levels were used to calibrate and validate the developed model. Emphasis was placed on the response of the transition zone to different pumping scenarios in Wadi Ham. The results indicated that the seawater intrusion problem has evolved rapidly during the last two decades. Unlike previous investigations, this study presents the most accurate quantitative and qualitative assessment of available groundwater in the Wadi Ham aquifer under different pumping scenarios.
    publisherAmerican Society of Civil Engineers
    titleQuantitative and Qualitative Assessment of Seawater Intrusion in Wadi Ham under Different Pumping Scenarios
    typeJournal Paper
    journal volume19
    journal issue5
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000907
    treeJournal of Hydrologic Engineering:;2014:;Volume ( 019 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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