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    Separation Zone at Open‐Channel Junctions

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author:
    James L. Best
    ,
    Ian Reid
    DOI: 10.1061/(ASCE)0733-9429(1984)110:11(1588)
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Separation Zone at Open‐Channel Junctions

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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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