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    Vertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break Flows

    Source: Journal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    Author:
    Zhu Yonghui;Hu Dechao
    DOI: 10.1061/(ASCE)HY.1943-7900.0001478
    Publisher: American Society of Civil Engineers
    Abstract: A vertical two-dimensional (2D) nonhydrostatic numerical model for dam-break flows is proposed. This model combines a depth-averaged shallow-water equations (SWEs) model and a nonhydrostatic core using mode splitting. The nonhydrostatic core is solved under the free surface provided by the SWE model, in which tracking the complex and discontinuous free surface of dam-break flows in vertical spaces is avoided. In a test of an ideal dam-break flow, the new model was revealed able to capture the discontinuous free surface of dam-break flows and produce reasonable simulation results for velocity and nonhydrostatic pressure. The proposed model was further tested using an experiment of dam-break flow over dry bed with a trapezoidal step. The new model with the first-order Riemann solver produces a discontinuous reflected wavefront in the simulated free-surface profiles. The simulated free-surface profiles are improved by the new model with the second-order Riemann solver, and further improvements by using the volume-of-fluid (VOF) three-dimensional (3D) model are slight.
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      Vertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4249700
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    contributor authorZhu Yonghui;Hu Dechao
    date accessioned2019-02-26T07:49:56Z
    date available2019-02-26T07:49:56Z
    date issued2018
    identifier other%28ASCE%29HY.1943-7900.0001478.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4249700
    description abstractA vertical two-dimensional (2D) nonhydrostatic numerical model for dam-break flows is proposed. This model combines a depth-averaged shallow-water equations (SWEs) model and a nonhydrostatic core using mode splitting. The nonhydrostatic core is solved under the free surface provided by the SWE model, in which tracking the complex and discontinuous free surface of dam-break flows in vertical spaces is avoided. In a test of an ideal dam-break flow, the new model was revealed able to capture the discontinuous free surface of dam-break flows and produce reasonable simulation results for velocity and nonhydrostatic pressure. The proposed model was further tested using an experiment of dam-break flow over dry bed with a trapezoidal step. The new model with the first-order Riemann solver produces a discontinuous reflected wavefront in the simulated free-surface profiles. The simulated free-surface profiles are improved by the new model with the second-order Riemann solver, and further improvements by using the volume-of-fluid (VOF) three-dimensional (3D) model are slight.
    publisherAmerican Society of Civil Engineers
    titleVertical 2D Nonhydrostatic Model Using Mode Splitting for Dam-Break Flows
    typeJournal Paper
    journal volume144
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0001478
    page6018008
    treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 006
    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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