Direct numerical simulations of flow over two-dimensional and three-dimensional ripples and implication to sediment transport: Steady flow

Coastal Engineering

Volumn 56, Issue 3, 2009, Pages 320-331

  Bhaganagar, Kiran ^a   Hsu, Tian Jian ^b  

^a UNIVERSITY OF MICHIGAN   (United States)

^b University of Delaware   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; DIRECT NUMERICAL SIMULATION; EROSION; FLUID DYNAMICS; HYDRODYNAMICS; INTERNET PROTOCOLS; REYNOLDS NUMBER; SEDIMENT TRANSPORT; SEDIMENTOLOGY; SOIL MECHANICS; STEADY FLOW; THREE DIMENSIONAL; TURBULENT FLOW; TWO DIMENSIONAL;

BOTTOM STRESS; CHANNEL GEOMETRIES; FLUCTUATING COMPONENTS; FOURTH ORDERS; FRICTION VELOCITIES; HIGHER ORDERS; HYDRODYNAMIC ANALYSIS; IMMERSED BOUNDARY METHODS; NUMERICAL SIMULATIONS; PRESSURE BOUNDARY CONDITIONS; REYNOLDS; SECOND ORDERS; TURBULENCE STATISTICS; VERTICAL VELOCITIES; VERTICAL VORTICITIES;

NAVIER STOKES EQUATIONS;

BOTTOM STRESS; FLOW MODELING; HYDRODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL MODEL; REYNOLDS NUMBER; RIPPLE; SEDIMENT TRANSPORT; STEADY FLOW;

EID: 60249092336     PISSN: 03783839     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.coastaleng.2008.09.010     Document Type: Article

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