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    Least-Squares Finite-Element Evaluation of Flow Nets

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008
    Author:
    Panos D. Kiousis
    DOI: 10.1061/(ASCE)1090-0241(2002)128:8(699)
    Publisher: American Society of Civil Engineers
    Abstract: A novel least-squares implementation of the finite-element method is presented to evaluate stream functions in the solution of field problems. The method is programmatically similar to the solution of the Laplace equation, and is based on the development of a stream field that is orthogonal to an already calculated potential field. The main advantage of the method comes from the fact that it eliminates the need of identification of boundary conditions for the stream functions. Implementation of this method requires that the Laplace equation be solved first to calculate the nodal potentials. The Laplace equation, with an identity conductivity matrix is then solved again to calculate the nodal values of the stream functions. One arbitrary boundary condition is sufficient for the second solution. Examples of cofferdam and curtained dam flow with isotropic as well as orthotropic soil conductivity are presented to demonstrate the method.
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      Least-Squares Finite-Element Evaluation of Flow Nets

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52221
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorPanos D. Kiousis
    date accessioned2017-05-08T21:27:33Z
    date available2017-05-08T21:27:33Z
    date copyrightAugust 2002
    date issued2002
    identifier other%28asce%291090-0241%282002%29128%3A8%28699%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52221
    description abstractA novel least-squares implementation of the finite-element method is presented to evaluate stream functions in the solution of field problems. The method is programmatically similar to the solution of the Laplace equation, and is based on the development of a stream field that is orthogonal to an already calculated potential field. The main advantage of the method comes from the fact that it eliminates the need of identification of boundary conditions for the stream functions. Implementation of this method requires that the Laplace equation be solved first to calculate the nodal potentials. The Laplace equation, with an identity conductivity matrix is then solved again to calculate the nodal values of the stream functions. One arbitrary boundary condition is sufficient for the second solution. Examples of cofferdam and curtained dam flow with isotropic as well as orthotropic soil conductivity are presented to demonstrate the method.
    publisherAmerican Society of Civil Engineers
    titleLeast-Squares Finite-Element Evaluation of Flow Nets
    typeJournal Paper
    journal volume128
    journal issue8
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2002)128:8(699)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2002:;Volume ( 128 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian