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    Numerical Modeling of Saline Intrusion in Salar de Atacama

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 001
    Author:
    Ignacio Tejeda
    ,
    Rodrigo Cienfuegos
    ,
    José F. Muñoz
    ,
    Mario Durán
    DOI: 10.1061/(ASCE)1084-0699(2003)8:1(25)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of numerical simulations of groundwater circulation and solute transport at the Salar de Atacama through use of a numerical model to solve the two-dimensional problem of flow in an aquifer when considering the effects of variable density. The phenomena associated with solute transport are modeled by means of an advection–dispersion equation, and a linear relationship is assumed between fluid density and concentration of the dissolved solids. Simulations considered conditions of high groundwater evaporation, which depends on the depth of the phreatic surface. Results indicate that the discharge of groundwater occurs essentially in freshwater–saline water interface zones, where a number of lagunas begin. Different freshwater recharge scenarios were simulated, while it was verified that the effects of evaporation are important and minimize or buffer the variations in the phreatic surface and the discharges of groundwater that are the source of water supply for the lagunas.
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      Numerical Modeling of Saline Intrusion in Salar de Atacama

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    http://yetl.yabesh.ir/yetl1/handle/yetl/49692
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    contributor authorIgnacio Tejeda
    contributor authorRodrigo Cienfuegos
    contributor authorJosé F. Muñoz
    contributor authorMario Durán
    date accessioned2017-05-08T21:23:35Z
    date available2017-05-08T21:23:35Z
    date copyrightJanuary 2003
    date issued2003
    identifier other%28asce%291084-0699%282003%298%3A1%2825%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49692
    description abstractThis paper presents the results of numerical simulations of groundwater circulation and solute transport at the Salar de Atacama through use of a numerical model to solve the two-dimensional problem of flow in an aquifer when considering the effects of variable density. The phenomena associated with solute transport are modeled by means of an advection–dispersion equation, and a linear relationship is assumed between fluid density and concentration of the dissolved solids. Simulations considered conditions of high groundwater evaporation, which depends on the depth of the phreatic surface. Results indicate that the discharge of groundwater occurs essentially in freshwater–saline water interface zones, where a number of lagunas begin. Different freshwater recharge scenarios were simulated, while it was verified that the effects of evaporation are important and minimize or buffer the variations in the phreatic surface and the discharges of groundwater that are the source of water supply for the lagunas.
    publisherAmerican Society of Civil Engineers
    titleNumerical Modeling of Saline Intrusion in Salar de Atacama
    typeJournal Paper
    journal volume8
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)1084-0699(2003)8:1(25)
    treeJournal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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