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    Modeling Field Infiltration into Unsaturated Clay

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    Author:
    Hywel Rhys Thomas
    ,
    Stephen William Rees
    DOI: 10.1061/(ASCE)0733-9410(1990)116:10(1483)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the results of a numerical simulation of the observed field behavior of infiltration into an unsaturated clay. In particular, the autumnal recharge of 1984 is considered. A numerical solution of Richards's pressure‐based formulation is presented. A weighted residual finite element approach is adopted to achieve spatial discretization of the moisture flow domain. A fully implicit backward difference time‐stepping algorithm is employed to accommodate the transient nature of the problem. The application of the algorithm to the simulation of the problem at hand is described. The initial moisture content distribution is established from field‐measured data. Boundary conditions are determined from an interpretation of meteorological data. Material parameter identification based on experimental work on undisturbed clay samples is detailed. Comparisons of numerical results with field values collected by British Gas are given. Good correlation is obtained. The numerical simulation is capable of representing the observed field behavior, over the depth of summer moisture deficit penetration.
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      Modeling Field Infiltration into Unsaturated Clay

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    http://yetl.yabesh.ir/yetl1/handle/yetl/20545
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    contributor authorHywel Rhys Thomas
    contributor authorStephen William Rees
    date accessioned2017-05-08T20:35:31Z
    date available2017-05-08T20:35:31Z
    date copyrightOctober 1990
    date issued1990
    identifier other%28asce%290733-9410%281990%29116%3A10%281483%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/20545
    description abstractThis paper describes the results of a numerical simulation of the observed field behavior of infiltration into an unsaturated clay. In particular, the autumnal recharge of 1984 is considered. A numerical solution of Richards's pressure‐based formulation is presented. A weighted residual finite element approach is adopted to achieve spatial discretization of the moisture flow domain. A fully implicit backward difference time‐stepping algorithm is employed to accommodate the transient nature of the problem. The application of the algorithm to the simulation of the problem at hand is described. The initial moisture content distribution is established from field‐measured data. Boundary conditions are determined from an interpretation of meteorological data. Material parameter identification based on experimental work on undisturbed clay samples is detailed. Comparisons of numerical results with field values collected by British Gas are given. Good correlation is obtained. The numerical simulation is capable of representing the observed field behavior, over the depth of summer moisture deficit penetration.
    publisherAmerican Society of Civil Engineers
    titleModeling Field Infiltration into Unsaturated Clay
    typeJournal Paper
    journal volume116
    journal issue10
    journal titleJournal of Geotechnical Engineering
    identifier doi10.1061/(ASCE)0733-9410(1990)116:10(1483)
    treeJournal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 010
    contenttypeFulltext
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