Effects of vanes and W-Weir on sediment transport in meandering channels

Journal of Hydraulic Engineering

Volumn 135, Issue 5, 2009, Pages 339-349

  Bhuiyan, Faruk ^a   Hey, Richard D ^b   Wormleaton, Peter R ^c  

^a BANGLADESH UNIVERSITY OF ENGINEERING AND TECHNOLOGY   (Bangladesh)

^b UNIVERSITY OF BIRMINGHAM   (United Kingdom)

^c QUEEN MARY UNIVERSITY OF LONDON   (United Kingdom)

Author keywords

Channel bends; Hydraulic structures; Restoration; Sediment transport; Vanes; Weirs

Indexed keywords

BED LOADS; BED-LOAD TRANSPORTS; CHANNEL BENDS; GRADED MATERIALS; LABORATORY EXPERIMENTS; LARGE DEVIATIONS; LOCAL SCOUR HOLES; MEANDERING CHANNELS; MEANDERING RIVERS; OVERBANK FLOWS; SCOUR HOLES; SEDIMENT SIZES; SEDIMENT TRANSPORT PATTERNS; STOCHASTIC METHODS; VANES;

FLOW OF WATER; HYDRAULIC STRUCTURES; HYDRAULICS; RESTORATION; RIVERS; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; WEIRS;

EROSION;

BANK EROSION; BEDLOAD; CHANNEL HYDRAULICS; MEANDER; OVERBANK FLOW; OVERBANK SEDIMENT; PREDICTION; RIVER BED; RIVER CHANNEL; SCOUR; SEDIMENT TRANSPORT; STOCHASTICITY; STREAM BED; WEIR;

EID: 65449161706     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(2009)135:5(339)     Document Type: Article

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