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    Steady-State Effect of Freshwater Injection on Seawater Intrusion

    Source: Journal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author:
    A. Mahesha
    DOI: 10.1061/(ASCE)0733-9437(1996)122:3(149)
    Publisher: American Society of Civil Engineers
    Abstract: Steady-state solutions for the motion of the freshwater-seawater interface due to series of injection wells were obtained using a sharp interface finite element model. The performance of the numerical model was tested with the existing analytical solution. The model was then used to perform the parametric studies on the effects of the location of the series of injection wells, spacing of the wells, and the freshwater injection rate on the seawater intrusion into coastal confined aquifers. The performances of the injection wells in single and double series along the coast were studied and compared. The key variables were grouped into nondimensional parameters, and the relationship between them was presented as a set of characteristic curves. Results indicate that the reduction of seawater intrusion (up to 60–90%) can be achieved through proper selection of the injection rate and spacing between the wells.
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      Steady-State Effect of Freshwater Injection on Seawater Intrusion

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27724
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    contributor authorA. Mahesha
    date accessioned2017-05-08T20:48:18Z
    date available2017-05-08T20:48:18Z
    date copyrightMay 1996
    date issued1996
    identifier other%28asce%290733-9437%281996%29122%3A3%28149%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27724
    description abstractSteady-state solutions for the motion of the freshwater-seawater interface due to series of injection wells were obtained using a sharp interface finite element model. The performance of the numerical model was tested with the existing analytical solution. The model was then used to perform the parametric studies on the effects of the location of the series of injection wells, spacing of the wells, and the freshwater injection rate on the seawater intrusion into coastal confined aquifers. The performances of the injection wells in single and double series along the coast were studied and compared. The key variables were grouped into nondimensional parameters, and the relationship between them was presented as a set of characteristic curves. Results indicate that the reduction of seawater intrusion (up to 60–90%) can be achieved through proper selection of the injection rate and spacing between the wells.
    publisherAmerican Society of Civil Engineers
    titleSteady-State Effect of Freshwater Injection on Seawater Intrusion
    typeJournal Paper
    journal volume122
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1996)122:3(149)
    treeJournal of Irrigation and Drainage Engineering:;1996:;Volume ( 122 ):;issue: 003
    contenttypeFulltext
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