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    A Random Choice Scheme for Transient Mixed Flows

    Source: Journal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 008::page 04023026-1
    Author:
    Zijian Xue
    ,
    Ling Zhou
    ,
    Deyou Liu
    ,
    Tong-Chuan Che
    DOI: 10.1061/JHEND8.HYENG-13605
    Publisher: ASCE
    Abstract: A novel numerical model for describing highly transient mixed flows is presented based on the Preissmann slot approach. To overcome the spurious oscillation problems caused by this approach, a numerical scheme named “random choice method” (RCM), in which flow variables of the next time level are obtained by picking a local Riemann solution state at random, is applied herein. Three numerical tests are performed to verify the ability of the proposed model in simulating from single flows to mixed flows. The results show that the RCM gives sharper shock resolutions as compared with the Godunov-type scheme, which causes the smearing of discontinuities. The proposed model can eliminate the numerical oscillations under flow conditions of switching from free-surface flow to pressurized flow, because of its unconditional stability. On further analysis of the experimental verifications, a hybrid method is presented to improve the performance of RCM in the smooth (nonuniform) parts of the flow.
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      A Random Choice Scheme for Transient Mixed Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4293615
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    contributor authorZijian Xue
    contributor authorLing Zhou
    contributor authorDeyou Liu
    contributor authorTong-Chuan Che
    date accessioned2023-11-27T23:30:34Z
    date available2023-11-27T23:30:34Z
    date issued6/5/2023 12:00:00 AM
    date issued2023-06-05
    identifier otherJHEND8.HYENG-13605.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4293615
    description abstractA novel numerical model for describing highly transient mixed flows is presented based on the Preissmann slot approach. To overcome the spurious oscillation problems caused by this approach, a numerical scheme named “random choice method” (RCM), in which flow variables of the next time level are obtained by picking a local Riemann solution state at random, is applied herein. Three numerical tests are performed to verify the ability of the proposed model in simulating from single flows to mixed flows. The results show that the RCM gives sharper shock resolutions as compared with the Godunov-type scheme, which causes the smearing of discontinuities. The proposed model can eliminate the numerical oscillations under flow conditions of switching from free-surface flow to pressurized flow, because of its unconditional stability. On further analysis of the experimental verifications, a hybrid method is presented to improve the performance of RCM in the smooth (nonuniform) parts of the flow.
    publisherASCE
    titleA Random Choice Scheme for Transient Mixed Flows
    typeJournal Article
    journal volume149
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/JHEND8.HYENG-13605
    journal fristpage04023026-1
    journal lastpage04023026-9
    page9
    treeJournal of Hydraulic Engineering:;2023:;Volume ( 149 ):;issue: 008
    contenttypeFulltext
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