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    Estimation of flow direction in meandering compound channels

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    Guo_Journal_of_Hydrology.pdf (1.435Mb)
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    Publication date
    2018-01
    Author
    Liu, X.
    Zhou, Q.
    Huang, S.
    Guo, Yakun
    Liu, C.
    Keyword
    Depth-averaged two-dimensional flow direction; Depth-averaged flow angle;Secondary current cell; Meandering compound channel; Overbank flows
    Rights
    © 2017 Elsevier B.V. Reproduced in accordance with the publisher's self-archiving policy. This manuscript version is made available under the CC-BY-NC-ND 4.0 license.
    Peer-Reviewed
    Yes
    
    Metadata
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    Abstract
    The flow in the main channel of a meandering compound channel does not occur in the ridge direction because of the effect of the upstream floodplain flows. This study proposes a model for estimating the flow direction in the depth-averaged two-dimensional domain (depth-averaged flow angles) between the entrance and the apex sections. Detailed velocity measurements were performed in the region between the meander entrance section and apex section in a large-scale meandering compound channel. The vertical size of the secondary current cell is highly related to the depth-averaged flow angle; thus, the means of the local flow angles above the secondary current cell and within the cell are separately discussed. The experimental measurements indicate that the mean local flow angle above the cell is equal to the section angle, whereas the mean local flow angle within the cell is equal to zero. The proposed model is validated using published data from five sources. Good agreement is obtained between the predictions and measurements, indicating that the proposed model can accurately estimate the depth-averaged flow direction in the meandering compound channels. Finally, the limitations and application ranges of the model are discussed.
    URI
    http://hdl.handle.net/10454/15541
    Version
    Accepted Manuscript
    Citation
    Liu X, Zhou Q, Huang S et al (2018) Estimation of flow direction in meandering compound channels. Journal of Hydrology. 556: 143-153.
    Link to publisher’s version
    https://doi.org/10.1016/j.jhydrol.2017.10.071
    Type
    Article
    Collections
    Engineering and Informatics Publications

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