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    Elemental T and Y Shapes of Tree Networks of Ducts with Various Cross-Sectional Shapes

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002
    Author:
    W. Wechsatol
    ,
    S. Lorente
    ,
    A. Bejan
    ,
    J. C. Ordonez
    DOI: 10.1061/(ASCE)0733-9429(2009)135:2(132)
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports optimal bifurcation shapes (T and Y) in turbulent regime of tree-shaped flows. Unlike earlier studies of T and Y constructs, here the effect of pressure losses at the junction is taken into account, and the wall roughness and duct cross-sectional shapes are free to vary. The optimal ratio of duct cross-sectional areas (as a generalization of Murray’s law), the optimal ratio of duct lengths, and the optimal angle between the branches of the Y are presented. These optimal geometrical features are reported as functions of the flow direction (splitting flow versus merging flow), wall roughness, duct cross-sectional shape, and svelteness. The svelteness, Sv, is a global property defined as the external length scale of the flow construct divided by the internal length scale. It is shown that the effect of junction pressure losses on the optimized architecture can be neglected when
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      Elemental T and Y Shapes of Tree Networks of Ducts with Various Cross-Sectional Shapes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/26643
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    contributor authorW. Wechsatol
    contributor authorS. Lorente
    contributor authorA. Bejan
    contributor authorJ. C. Ordonez
    date accessioned2017-05-08T20:46:20Z
    date available2017-05-08T20:46:20Z
    date copyrightFebruary 2009
    date issued2009
    identifier other%28asce%290733-9429%282009%29135%3A2%28132%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26643
    description abstractThis paper reports optimal bifurcation shapes (T and Y) in turbulent regime of tree-shaped flows. Unlike earlier studies of T and Y constructs, here the effect of pressure losses at the junction is taken into account, and the wall roughness and duct cross-sectional shapes are free to vary. The optimal ratio of duct cross-sectional areas (as a generalization of Murray’s law), the optimal ratio of duct lengths, and the optimal angle between the branches of the Y are presented. These optimal geometrical features are reported as functions of the flow direction (splitting flow versus merging flow), wall roughness, duct cross-sectional shape, and svelteness. The svelteness, Sv, is a global property defined as the external length scale of the flow construct divided by the internal length scale. It is shown that the effect of junction pressure losses on the optimized architecture can be neglected when
    publisherAmerican Society of Civil Engineers
    titleElemental T and Y Shapes of Tree Networks of Ducts with Various Cross-Sectional Shapes
    typeJournal Paper
    journal volume135
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2009)135:2(132)
    treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 002
    contenttypeFulltext
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