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contributor authorA. S. Ramamurthy
contributor authorWeimin Zhu
date accessioned2017-05-08T20:42:42Z
date available2017-05-08T20:42:42Z
date copyrightNovember 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A11%281012%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24359
description abstractThe charactertistics of combining flows past 90° junctions of rectangular closed conduit are studied to determine the various parameters such as power and energy loss coefficients, average entry angle of the branch flow, and the momentum transfer from the branch to the main conduit. Detailed pressure and velocity distribution data were obtained to understand the flow processes involved. Both the mean and fluctuating components of the velocity field were determined in the flow sections immediately downstream of the junction. The contraction coefficient of the flow and the geometry of the separation bubble were determined for a few representative cases. The results of the study indicated that the flow process in junctions of rectangular conduits and circular pipes are very different especially when the discharge ratio is large and the size of the branch conduit is very small compared to the main conduit. However, in some ranges of the discharge ratios and area ratios, the gross flow characteristics such as the dependence of energy loss coefficients on discharge ratios have similar trends. Simple empirical models are developed to determine the transfer of momentum Δ
publisherAmerican Society of Civil Engineers
titleCombining Flows in 90° Junctions of Rectangular Closed Conduits
typeJournal Paper
journal volume123
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:11(1012)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 011
contenttypeFulltext


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