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    EQSWP: Extended Unsteady‐Flow Double‐Sweep Equation Solver

    Source: Journal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author:
    Theodor Strelkoff
    DOI: 10.1061/(ASCE)0733-9429(1992)118:5(735)
    Publisher: American Society of Civil Engineers
    Abstract: An extension of the double‐sweep technique is presented for solving systems of algebraic equations arising from implicit schemes of the box type for unsteady open‐channel flow. The new technique handles coefficient matrices with a nonzero column of coefficients as well as with coefficients clustered around the diagonal. This arises, for example, when the time step is unknown, or when the spatial location of node points depends upon an unknown distance, such as surge‐front location. Subcritical and zero‐intertia flow, which inherently are governed by a boundary condition at each end of a reach, have typically been treated by a double‐sweep technique. This strategy is preserved with the proposed method, even with a nonzero column of coefficients in the matrix of governing equations. Kinematic‐wave flow and superficial flow are traditionally considered a problem with a marching solution—with boundary conditions picked up at the upstream boundary, and flow variables determined directly in one forward sweep through the computational cells. With the nonzero column of coefficients however, a double‐sweep computational strategy is proposed.
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      EQSWP: Extended Unsteady‐Flow Double‐Sweep Equation Solver

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    contributor authorTheodor Strelkoff
    date accessioned2017-05-08T20:41:29Z
    date available2017-05-08T20:41:29Z
    date copyrightMay 1992
    date issued1992
    identifier other%28asce%290733-9429%281992%29118%3A5%28735%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23648
    description abstractAn extension of the double‐sweep technique is presented for solving systems of algebraic equations arising from implicit schemes of the box type for unsteady open‐channel flow. The new technique handles coefficient matrices with a nonzero column of coefficients as well as with coefficients clustered around the diagonal. This arises, for example, when the time step is unknown, or when the spatial location of node points depends upon an unknown distance, such as surge‐front location. Subcritical and zero‐intertia flow, which inherently are governed by a boundary condition at each end of a reach, have typically been treated by a double‐sweep technique. This strategy is preserved with the proposed method, even with a nonzero column of coefficients in the matrix of governing equations. Kinematic‐wave flow and superficial flow are traditionally considered a problem with a marching solution—with boundary conditions picked up at the upstream boundary, and flow variables determined directly in one forward sweep through the computational cells. With the nonzero column of coefficients however, a double‐sweep computational strategy is proposed.
    publisherAmerican Society of Civil Engineers
    titleEQSWP: Extended Unsteady‐Flow Double‐Sweep Equation Solver
    typeJournal Paper
    journal volume118
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1992)118:5(735)
    treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 005
    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