Please use this identifier to cite or link to this item: http://hdl.handle.net/2080/3064
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dc.contributor.authorPradhan, Arpan-
dc.contributor.authorKhatua, Kishanjit Kumar-
dc.date.accessioned2018-10-01T05:40:31Z-
dc.date.available2018-10-01T05:40:31Z-
dc.date.issued2018-09-
dc.identifier.citationRiver Flow 2018 - Ninth International Conference on Fluvial Hydraulics, Lyon, France, 5-8 September, 2018en_US
dc.identifier.otherhttps://doi.org/10.1051/e3sconf/20184006043-
dc.identifier.urihttp://hdl.handle.net/2080/3064-
dc.descriptionCopyright of this document belongs to proceedings publisher.en_US
dc.description.abstractAn analytical model is proposed to determine the discharge capacity in a meandering compound channel. The channel cross-section is divided into four sub-sections, such as the lower main channel, the floodplain within the meander belt and the two outer floodplains. Momentum transfer in-between these four subsections is taken into consideration in the analytical model. The model basically determines the force balance of each individual subsection to predict its mean velocity and thereby the sub-sectional discharge. The paper suggests a non-dimensional parameter, αT, which is the momentum transfer coefficient, that is determined to be unique for each individual channel. The paper deals with the calibration of this parameter for both largescale and small-scale data sets.en_US
dc.publisherE3S Web of Conferences 40, 06043 (2018)en_US
dc.subjectFlow estimationen_US
dc.subjectMeandering compound channelen_US
dc.titleAn analytical solution for flow estimation of a meandering compound channelen_US
dc.typeArticleen_US
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