Numerical modelling of non-equilibrium graded sediment transport in a curved open channel

Computers and Geosciences

Volumn 36, Issue 6, 2010, Pages 792-800

  Bui, Minh Duc ^a   Rutschmann, Peter ^a  

^a TECHNICAL UNIVERSITY OF MUNICH   (Germany)

Author keywords

Alluvial channel; Graded sediment transport; Numerical model

Indexed keywords

ALLUVIAL CHANNEL; ALLUVIAL CHANNELS; BED DEFORMATION; BED MATERIALS; BED TOPOGRAPHY; BED-LOAD TRANSPORT; COMPUTER CODES; EQUILIBRIUM STATE; FLOW CONDITION; GERMANY; GOVERNING EQUATIONS; GRAIN-SIZE DISTRIBUTION; LABORATORY MEASUREMENTS; MASS BALANCE EQUATIONS; MULTIPLE LAYERS; NON EQUILIBRIUM; NONEQUILIBRIUM MODEL; NONEQUILIBRIUM STATE; NUMERICAL MODELLING; NUMERICAL MODELS; NUMERICAL RESULTS; OPEN CHANNELS; REYNOLDS AVERAGED NAVIER-STOKES EQUATION; SIMULATED RESULTS; STAGGERED GRID;

COMPUTER SIMULATION; DEFORMATION; FLOW FIELDS; NUMERICAL ANALYSIS; NUMERICAL METHODS; OPEN CHANNEL FLOW; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SOIL MECHANICS; SULFUR COMPOUNDS; SURFACE TOPOGRAPHY; TURBULENCE MODELS; WATER RESOURCES;

NAVIER STOKES EQUATIONS;

ALLUVIAL DEPOSIT; BEDLOAD; DEFORMATION; FINITE DIFFERENCE METHOD; FINITE VOLUME METHOD; GRAIN SIZE; MASS BALANCE; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; OPEN CHANNEL FLOW; SEDIMENT TRANSPORT; TURBULENCE; UNSTEADY FLOW;

EID: 77953122043     PISSN: 00983004     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cageo.2009.12.003     Document Type: Article

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