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    Numerical Simulation of Longitudinal and Lateral Channel Deformations in the Braided Reach of the Lower Yellow River

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author:
    Guangqian Wang
    ,
    Junqiang Xia
    ,
    Baosheng Wu
    DOI: 10.1061/(ASCE)0733-9429(2008)134:8(1064)
    Publisher: American Society of Civil Engineers
    Abstract: Bank erosion frequently occurs in the Lower Yellow River (LYR), playing an important role in the evolution of this braided river. A two-dimensional (2D) composite model is developed herein that consists of a depth-averaged 2D flow and sediment transport submodel and a bank-erosion submodel. The model incorporates a new technique for updating bank geometry during either degradational or aggradational bed evolution, allowing the two submodels to be closely combined. Using the model, the fluvial processes in the braided reach of the LYR between Huayuankou and Laitongzhai are simulated, and the calculated results generally agree with the field measurements, including the water-surface elevation, variation of water-surface width, and variations of cross-sectional profiles. The calculated average water-surface elevation in the study reach was
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      Numerical Simulation of Longitudinal and Lateral Channel Deformations in the Braided Reach of the Lower Yellow River

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26569
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    contributor authorGuangqian Wang
    contributor authorJunqiang Xia
    contributor authorBaosheng Wu
    date accessioned2017-05-08T20:46:15Z
    date available2017-05-08T20:46:15Z
    date copyrightAugust 2008
    date issued2008
    identifier other%28asce%290733-9429%282008%29134%3A8%281064%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26569
    description abstractBank erosion frequently occurs in the Lower Yellow River (LYR), playing an important role in the evolution of this braided river. A two-dimensional (2D) composite model is developed herein that consists of a depth-averaged 2D flow and sediment transport submodel and a bank-erosion submodel. The model incorporates a new technique for updating bank geometry during either degradational or aggradational bed evolution, allowing the two submodels to be closely combined. Using the model, the fluvial processes in the braided reach of the LYR between Huayuankou and Laitongzhai are simulated, and the calculated results generally agree with the field measurements, including the water-surface elevation, variation of water-surface width, and variations of cross-sectional profiles. The calculated average water-surface elevation in the study reach was
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of Longitudinal and Lateral Channel Deformations in the Braided Reach of the Lower Yellow River
    typeJournal Paper
    journal volume134
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2008)134:8(1064)
    treeJournal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 008
    contenttypeFulltext
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