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    Comparison of Gradually Varied Flow Computation Algorithms for Open-Channel Network

    Source: Journal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Adlul Islam
    ,
    N. S. Raghuwanshi
    ,
    R. Singh
    ,
    D. J. Sen
    DOI: 10.1061/(ASCE)0733-9437(2005)131:5(457)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a comparison of two algorithms—the forward-elimination and branch-segment transformation equations—for separating out end-node variables for each branch to model both steady and unsteady flows in branched and looped canal networks. In addition, the performance of the recursive forward-elimination method is compared with the standard forward-elimination method. The Saint–Venant equations are discretized using the four-point implicit Preissmann scheme, and the resulting nonlinear system of equations is solved using the Newton–Raphson method. The algorithm using branch-segment transformation equations is found to be at least five times faster than the algorithm using the forward-elimination method. Further, the algorithm using branch-segment transformation equations requires less computer storage than the algorithm using the forward-elimination method, particularly when only nonzero elements of the global matrix are stored. Comparison between the Gauss-elimination method and the sparse matrix solution technique for the solution of the global matrix revealed that the sparse matrix solution technique takes less computational time than the Gauss-elimination method.
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      Comparison of Gradually Varied Flow Computation Algorithms for Open-Channel Network

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    http://yetl.yabesh.ir/yetl1/handle/yetl/28376
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorAdlul Islam
    contributor authorN. S. Raghuwanshi
    contributor authorR. Singh
    contributor authorD. J. Sen
    date accessioned2017-05-08T20:49:39Z
    date available2017-05-08T20:49:39Z
    date copyrightOctober 2005
    date issued2005
    identifier other%28asce%290733-9437%282005%29131%3A5%28457%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28376
    description abstractThis paper presents a comparison of two algorithms—the forward-elimination and branch-segment transformation equations—for separating out end-node variables for each branch to model both steady and unsteady flows in branched and looped canal networks. In addition, the performance of the recursive forward-elimination method is compared with the standard forward-elimination method. The Saint–Venant equations are discretized using the four-point implicit Preissmann scheme, and the resulting nonlinear system of equations is solved using the Newton–Raphson method. The algorithm using branch-segment transformation equations is found to be at least five times faster than the algorithm using the forward-elimination method. Further, the algorithm using branch-segment transformation equations requires less computer storage than the algorithm using the forward-elimination method, particularly when only nonzero elements of the global matrix are stored. Comparison between the Gauss-elimination method and the sparse matrix solution technique for the solution of the global matrix revealed that the sparse matrix solution technique takes less computational time than the Gauss-elimination method.
    publisherAmerican Society of Civil Engineers
    titleComparison of Gradually Varied Flow Computation Algorithms for Open-Channel Network
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2005)131:5(457)
    treeJournal of Irrigation and Drainage Engineering:;2005:;Volume ( 131 ):;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
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