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    Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author:
    T. Y. Hsieh
    ,
    J. C. Yang
    DOI: 10.1061/(ASCE)0733-9429(2003)129:8(597)
    Publisher: American Society of Civil Engineers
    Abstract: A numerical experiment is carried out to study the suitability of two-dimensional (2D) depth-averaged modeling for bend-flow simulation, in which the geometry of the studied channel is rectangular. Two commonly used 2D depth-averaged models for bend-flow simulation are considered in this study of which the bend-flow model includes the dispersion stress terms by incorporating the assumption of secondary-current velocity profile, and the conventional model neglects the dispersion stress terms. The maximum relative discrepancy of the longitudinal velocity, obtained from the comparison of these two models, is used as a criterion to judge their applicability for bend-flow simulation. The analysis of simulation results indicated that the maximum relative difference in longitudinal velocity is mainly related to the relative strength of the secondary current and the relative length of the channel. Empirical relations between the maximum relative difference in the longitudinal velocity, the relative strength of the secondary current, and the relative length of the channel for both the channel-bend region and the straight region following the bend have been established. The proposed relations provide a guideline for model users to determine the proper approach to simulate the bend-flow problem by either using the conventional model or the bend-flow model. Experimental data have been adopted herein to demonstrate the applicability and to verify the accuracy of the proposed relations.
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      Investigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25594
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    • Journal of Hydraulic Engineering

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    contributor authorT. Y. Hsieh
    contributor authorJ. C. Yang
    date accessioned2017-05-08T20:44:36Z
    date available2017-05-08T20:44:36Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%290733-9429%282003%29129%3A8%28597%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25594
    description abstractA numerical experiment is carried out to study the suitability of two-dimensional (2D) depth-averaged modeling for bend-flow simulation, in which the geometry of the studied channel is rectangular. Two commonly used 2D depth-averaged models for bend-flow simulation are considered in this study of which the bend-flow model includes the dispersion stress terms by incorporating the assumption of secondary-current velocity profile, and the conventional model neglects the dispersion stress terms. The maximum relative discrepancy of the longitudinal velocity, obtained from the comparison of these two models, is used as a criterion to judge their applicability for bend-flow simulation. The analysis of simulation results indicated that the maximum relative difference in longitudinal velocity is mainly related to the relative strength of the secondary current and the relative length of the channel. Empirical relations between the maximum relative difference in the longitudinal velocity, the relative strength of the secondary current, and the relative length of the channel for both the channel-bend region and the straight region following the bend have been established. The proposed relations provide a guideline for model users to determine the proper approach to simulate the bend-flow problem by either using the conventional model or the bend-flow model. Experimental data have been adopted herein to demonstrate the applicability and to verify the accuracy of the proposed relations.
    publisherAmerican Society of Civil Engineers
    titleInvestigation on the Suitability of Two-Dimensional Depth-Averaged Models for Bend-Flow Simulation
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2003)129:8(597)
    treeJournal of Hydraulic Engineering:;2003:;Volume ( 129 ):;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