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    2D Modeling of Flow and Sediment Interaction: Sediment Mixtures

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author:
    Ljubomir
    ,
    Budinski
    ,
    Miodrag
    ,
    Spasojević
    DOI: 10.1061/(ASCE)WW.1943-5460.0000226
    Publisher: American Society of Civil Engineers
    Abstract: The further development and application of the two-dimensional (2D) flow and sediment-modeling concept, formulated for the treatment of sediment mixtures, is addressed herein. The sediment domain is divided into subdomains for suspended, active-layer, and subsurface-strata sediments. Governing sediment equations are defined for each subdomain, including sediment exchange mechanisms between suspended sediment and active-layer sediment, as well as active-layer and subsurface sediment. The sediment mixture is represented through a suitable number of sediment size classes, and governing-equations’ terms are defined as size class–specific. Governing equations and associated numerical solutions are formulated within the general nonorthogonal curvilinear coordinate framework. A numerical solution is based on the fractional-step approach, using the characteristics method with higher-order interpolations for both flow and suspended-sediment advection steps. The numerical solution for equations describing active-layer and subsurface sediment is fully coupled, providing that the sum of all sediment size fractions is always equal to unity. Numerical results are compared with the results of field data measurements. The comparison strongly supports the inclusion of sediment mixtures in flow-sediment modeling.
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      2D Modeling of Flow and Sediment Interaction: Sediment Mixtures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70513
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorLjubomir
    contributor authorBudinski
    contributor authorMiodrag
    contributor authorSpasojević
    date accessioned2017-05-08T22:04:30Z
    date available2017-05-08T22:04:30Z
    date copyrightMarch 2014
    date issued2014
    identifier other(ASCE)HE.1943-5584.0000773.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70513
    description abstractThe further development and application of the two-dimensional (2D) flow and sediment-modeling concept, formulated for the treatment of sediment mixtures, is addressed herein. The sediment domain is divided into subdomains for suspended, active-layer, and subsurface-strata sediments. Governing sediment equations are defined for each subdomain, including sediment exchange mechanisms between suspended sediment and active-layer sediment, as well as active-layer and subsurface sediment. The sediment mixture is represented through a suitable number of sediment size classes, and governing-equations’ terms are defined as size class–specific. Governing equations and associated numerical solutions are formulated within the general nonorthogonal curvilinear coordinate framework. A numerical solution is based on the fractional-step approach, using the characteristics method with higher-order interpolations for both flow and suspended-sediment advection steps. The numerical solution for equations describing active-layer and subsurface sediment is fully coupled, providing that the sum of all sediment size fractions is always equal to unity. Numerical results are compared with the results of field data measurements. The comparison strongly supports the inclusion of sediment mixtures in flow-sediment modeling.
    publisherAmerican Society of Civil Engineers
    title2D Modeling of Flow and Sediment Interaction: Sediment Mixtures
    typeJournal Paper
    journal volume140
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)WW.1943-5460.0000226
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2014:;Volume ( 140 ):;issue: 002
    contenttypeFulltext
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