Simulating unsteady flow and sediment transport in vegetated channel network

Journal of Hydrology

Volumn 515, Issue , 2014, Pages 90-102

  Bai, Yang ^a   Duan, Jennifer G ^a  

^a University of Arizona   (United States)

Author keywords

Channel network; Numerical model; Sediment transport; Unsteady flow; Vegetation

Indexed keywords

FINITE VOLUME METHOD; FLOODS; NUMERICAL MODELS; RIVERS; SEDIMENTATION; SUSPENDED SEDIMENTS; UNSTEADY FLOW; VEGETATION; SEDIMENT TRANSPORT;

CHANNEL NETWORK; GOVERNING EQUATIONS; INFLUENCE OF VEGETATIONS; NON-EQUILIBRIUM SEDIMENT TRANSPORT; ONE-DIMENSIONAL MODEL; RECOVERY COEFFICIENTS; SEDIMENT TRANSPORT RATE; ST. VENANT EQUATIONS; VEGETATED CHANNELS;

SEDIMENT TRANSPORT; NUMERICAL MODELS;

BEDLOAD; FLOW FIELD; FLOW MODELING; FLOW PATTERN; SEDIMENT TRANSPORT; SIMULATION; UNSTEADY FLOW; VEGETATION COVER; ALLUVIAL DEPOSIT; CHANNEL; DISCHARGE; FINITE VOLUME METHOD; FLOOD ROUTING; FLOODPLAIN; VEGETATION;

ARIZONA; SANTA CRUZ RIVER [ARIZONA]; UNITED STATES; ARGENTINA; SANTA CRUZ RIVER [SANTA CRUZ]; SANTA CRUZ [ARGENTINA]; TUCSON;

EID: 84900409622     PISSN: 00221694     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jhydrol.2014.04.030     Document Type: Article

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