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    Flow Structure over Bed Irregularities in a Straight Cohesive Open Channel

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author:
    Dina Vachtman
    ,
    Jonathan B. Laronne
    DOI: 10.1061/(ASCE)HY.1943-7900.0000447
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes high-resolution in situ three-dimensional (3D) bed topography and 3D flow field measurements in cohesive, straight channel reaches and provides analysis of reciprocal relationships between flow structure and bed topography. Existence of secondary flows and their structures are shown to be associated with variety of bedforms. Classification of bed microtopography and identification of the major governing flow mechanisms are described for three different types of bed morphology: single trough, single ridge, and sequences of troughs and ridges. The maximum mainstream velocity component of secondary cells attains values as high as approximately 20% of the average mainstream velocity, and secondary cell width can reach
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      Flow Structure over Bed Irregularities in a Straight Cohesive Open Channel

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    contributor authorDina Vachtman
    contributor authorJonathan B. Laronne
    date accessioned2017-05-08T21:51:12Z
    date available2017-05-08T21:51:12Z
    date copyrightNovember 2011
    date issued2011
    identifier other%28asce%29hy%2E1943-7900%2E0000475.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64297
    description abstractThis paper describes high-resolution in situ three-dimensional (3D) bed topography and 3D flow field measurements in cohesive, straight channel reaches and provides analysis of reciprocal relationships between flow structure and bed topography. Existence of secondary flows and their structures are shown to be associated with variety of bedforms. Classification of bed microtopography and identification of the major governing flow mechanisms are described for three different types of bed morphology: single trough, single ridge, and sequences of troughs and ridges. The maximum mainstream velocity component of secondary cells attains values as high as approximately 20% of the average mainstream velocity, and secondary cell width can reach
    publisherAmerican Society of Civil Engineers
    titleFlow Structure over Bed Irregularities in a Straight Cohesive Open Channel
    typeJournal Paper
    journal volume137
    journal issue11
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000447
    treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 011
    contenttypeFulltext
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