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The Effect of Overbank Flow in a Meandering River on its Conveyance and the Transport of Graded Sediments
Authors:J. H. Loveless  PhD  AKC  DIC  CEng  MICE  R. H. J. Sellin  DSc  FICE  CEng  T. B. Bryant  MEng  P. R. Wormleaton  PhD  CEng  MICE  S. Catmur  R. Hey  PhD  MASCE
Affiliation:Senior Lecturer, Emeritus Professor, and Former Research Assistant, respectively, Department of Civil Engineering, University of Bristol, Bristol, UK.;Senior Lecturer, and Former Research Assistant, respectively, Department of Engineering, Queen Mary and Westfield College, University of London, UK.;Reader in Fluvial Geomorphology, School of Environmental Sciences, University of East Anglia, Norwich, UK.
Abstract:A large-scale model hydraulic study of inbank and over-bank river flow, using a regular sinuous river channel with a mobile bed, was carried out in the Flood Channel Facility at HR Wallingford, UK. The selected sediment had a wide range of particle sizes present over the 'fine sand to coarse sand'range. Flow velocity, local and global sediment transport rates, and channel conveyance were all measured. The resulting bed forms were determined and used to explain the secondary circulation in the sinuous channel as well as the size sorting of the sediment. The paper gives an early overview of this major project.
Keywords:Flood plain    graded sediment    meander    over-bank flow rivers    sediment transport
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