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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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