A 3D non-hydrostatic model to predict flow and sediment transport in loose-bed channel bends

Journal of Hydraulic Research

Volumn 46, Issue 3, 2008, Pages 356-372

  Zeng, Jie ^a   Constantinescu, George ^b   Weber, Larry ^b  

^a Operation and Data Management Div   (United States)

^b UNIVERSITY OF IOWA   (United States)

Author keywords

Bed morphology; CFD model; Near wall modeling; Open channels; Sediment transport

Indexed keywords

ENGINEERING RESEARCH; EROSION; FLUID MECHANICS; FLUIDS; FUNCTION EVALUATION; HYDRAULICS; HYDRODYNAMICS; NAVIER STOKES EQUATIONS; OPEN CHANNEL FLOW; SEDIMENT TRANSPORT; SEDIMENTATION; SEDIMENTOLOGY; SHORE PROTECTION; SOIL MECHANICS;

(2+1)-DIMENSIONAL; (ABIOTIC AND BIOTIC) STRESS; ADAPTIVE GRIDS; BED MORPHOLOGY; CHANNEL BENDS; CHANNEL WIDTH (WC); EQUILIBRIUM CONDITIONS; EROSION/DEPOSITION; FREE SURFACE ELEVATIONS; GENERALIZED CURVILINEAR COORDINATES; HYDRAULIC ENGINEERING; INTERNATIONAL ASSOCIATION; NON-HYDROSTATIC MODEL (NHM); OPEN CHANNELS; RADIUS OF CURVATURE (ROC); REYNOLDS-AVERAGED NAVIER STOKES (RANS) EQUATIONS; STEADY STATES; THREE DIMENSIONAL (3D); VERTICAL DIRECTIONS;

THREE DIMENSIONAL;

DEPOSITION; EROSION; ESTIMATION METHOD; FLOW MODELING; HYDROSTATICS; INCOMPRESSIBLE FLOW; NAVIER-STOKES EQUATIONS; OPEN CHANNEL FLOW; PEAK FLOW; SEDIMENT TRANSPORT; THREE-DIMENSIONAL MODELING;

EID: 46949098171     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.3826/jhr.2008.3328     Document Type: Article

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