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    Finite-Point Simulation of Steady Shallow Water Flows

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
    Author:
    Chongjiang Du
    DOI: 10.1061/(ASCE)0733-9429(1999)125:6(621)
    Publisher: American Society of Civil Engineers
    Abstract: Finite-point (FP) methods are novel meshless numerical approaches for solving partial differential equations. Only the nodal data and a description of the domain boundary geometry are necessary. As no element or grid connectivity is needed, mesh-related problems are avoided. This advantage is particularly useful when solving shallow water equations for complicated domains with irregular topography and variable bed roughness. This paper presents an FP model of the element-free Galerkin-type for simulating 2D steady shallow river flows. An attempt is also made to give a state-of-the-art overview of FP methods. The advantages of FP methods are summarized, and their applicability for simulating shallow water flows are discussed.
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      Finite-Point Simulation of Steady Shallow Water Flows

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    contributor authorChongjiang Du
    date accessioned2017-05-08T20:43:31Z
    date available2017-05-08T20:43:31Z
    date copyrightJune 1999
    date issued1999
    identifier other%28asce%290733-9429%281999%29125%3A6%28621%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24853
    description abstractFinite-point (FP) methods are novel meshless numerical approaches for solving partial differential equations. Only the nodal data and a description of the domain boundary geometry are necessary. As no element or grid connectivity is needed, mesh-related problems are avoided. This advantage is particularly useful when solving shallow water equations for complicated domains with irregular topography and variable bed roughness. This paper presents an FP model of the element-free Galerkin-type for simulating 2D steady shallow river flows. An attempt is also made to give a state-of-the-art overview of FP methods. The advantages of FP methods are summarized, and their applicability for simulating shallow water flows are discussed.
    publisherAmerican Society of Civil Engineers
    titleFinite-Point Simulation of Steady Shallow Water Flows
    typeJournal Paper
    journal volume125
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1999)125:6(621)
    treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
    contenttypeFulltext
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