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contributor authorJames L. Best
contributor authorIan Reid
date accessioned2017-05-08T20:38:46Z
date available2017-05-08T20:38:46Z
date copyrightNovember 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A11%281588%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22228
description abstractThe configuration of open‐channel junctions controls local sedimentary processes, channel scour, and sidewall erosion through its influence on the flow patterns established as confluent streams compete for limited channel capacity. Entry of a tributary into a mainstream ensures detachment of flow from the channel sidewall immediately downstream from the junction, and flume experiments show well‐defined relationships between the dimensions of the separation zone and discharge from the tributary. Other things equal, both the width and length of the separation zone increase systematically with an increase in confluence angle, though it is shown that values of width are much less than predicted by recent mathematical modelling. The zone grows at the expense of the proportion of the channel occupied by the immediate post‐confluence flow with the consequence that near‐bottom velocity increases by a factor of 1.3 as confluence angle is increased from 15°–90°. The implications for sediment entrainment are reviewed briefly.
publisherAmerican Society of Civil Engineers
titleSeparation Zone at Open‐Channel Junctions
typeJournal Paper
journal volume110
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:11(1588)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
contenttypeFulltext


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