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    Shallow-Water Turbulence Modeling and Horizontal Large-Eddy Computation of River Flow

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
    Author:
    Kazuo Nadaoka
    ,
    Hiroshi Yagi
    DOI: 10.1061/(ASCE)0733-9429(1998)124:5(493)
    Publisher: American Society of Civil Engineers
    Abstract: By introducing the concept of “SDS (subdepth scale) turbulence” to model three-dimensional (3D) turbulence with length scales less than the water depth and treating it explicitly with a proper separate modeling, an SDS-2DH model has been developed to simulate the evolution of horizontal large-scale eddies in shallow water. Applying this model to river flows with transverse shear due to vegetation drag, the horizontal large-scale (HLS) eddies were found to dominate horizontal momentum mixing. The bottom friction and vegetation drag, acting as sinks of vorticity, play the key roles in the development of the horizontal large-scale eddies and in Reynolds stress generation. The SDS-2DH model can directly describe effects of flow geometry, such as vegetation layer width, on the large-scale eddy development and, hence, predicts turbulence-mixing better than the
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      Shallow-Water Turbulence Modeling and Horizontal Large-Eddy Computation of River Flow

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24633
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    contributor authorKazuo Nadaoka
    contributor authorHiroshi Yagi
    date accessioned2017-05-08T20:43:09Z
    date available2017-05-08T20:43:09Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-9429%281998%29124%3A5%28493%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24633
    description abstractBy introducing the concept of “SDS (subdepth scale) turbulence” to model three-dimensional (3D) turbulence with length scales less than the water depth and treating it explicitly with a proper separate modeling, an SDS-2DH model has been developed to simulate the evolution of horizontal large-scale eddies in shallow water. Applying this model to river flows with transverse shear due to vegetation drag, the horizontal large-scale (HLS) eddies were found to dominate horizontal momentum mixing. The bottom friction and vegetation drag, acting as sinks of vorticity, play the key roles in the development of the horizontal large-scale eddies and in Reynolds stress generation. The SDS-2DH model can directly describe effects of flow geometry, such as vegetation layer width, on the large-scale eddy development and, hence, predicts turbulence-mixing better than the
    publisherAmerican Society of Civil Engineers
    titleShallow-Water Turbulence Modeling and Horizontal Large-Eddy Computation of River Flow
    typeJournal Paper
    journal volume124
    journal issue5
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1998)124:5(493)
    treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 005
    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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