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contributor authorSubhasish Dey
date accessioned2017-05-08T20:48:54Z
date available2017-05-08T20:48:54Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-9437%281998%29124%3A6%28317%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27888
description abstractPhysical solutions for the flow through circular channels due to increase in bed elevations are obtained, satisfying the condition of choke-free flow. In this analysis, three different cases of channel transitions, commonly found in practice, are considered. They are (1) when the channel bed is raised with the formation of a flat base; (2) when the channel bed is raised due to change in position of the centerline; and (3) when the channel bed is raised due to decrease in channel diameter. Considering a smooth and gradual transition zone, the equations of energy and continuity are solved for the subcritical approaching flow regime to determine the maximum limiting rise in bed elevation. Using the continuity equation of the upstream flow, the ranges of the upstream flow depths are also obtained for the choke-free condition.
publisherAmerican Society of Civil Engineers
titleChoke-Free Flow in Circular Channels with Increase in Bed Elevations
typeJournal Paper
journal volume124
journal issue6
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1998)124:6(317)
treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 006
contenttypeFulltext


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