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contributor authorAmruthur S. Ramamurthy
contributor authorMysore G. Satish
date accessioned2017-05-08T20:40:12Z
date available2017-05-08T20:40:12Z
date copyrightApril 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A4%28428%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22977
description abstractA theoretical model for division of flow in a short branch channel set at right angles to a main channel is presented for various width ratios of the branch channel to the main channel. The model is developed using the principles of momentum, energy, and continuity and is based on the existence of free flow conditions in the branch channel. The analysis makes use of the similarity of flow configuration between the division of flow in a branch channel and in a twodimensional lateral conduit outlet fitted with a barrier. This similarity of flow is used to estimate the contraction coefficient of the converging jet entering the branch channel. The ratio of the branch channel flow to the main channel flow is related to the Froude number in the main channel section downstream of the junction. Data from present experimental studies and those from earlier investigations are presented to validate the theoretical model.
publisherAmerican Society of Civil Engineers
titleDivision of Flow in Short Open Channel Branches
typeJournal Paper
journal volume114
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:4(428)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 004
contenttypeFulltext


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