Three-dimensional flow evolution after a dam break

Journal of Fluid Mechanics

Volumn 663, Issue , 2010, Pages 456-477

  Ferrari, A ^a   Fraccarollo, L ^b   Dumbser, M ^a,b   Toro, E F ^b   Armanini, A ^b  

^a UNIVERSITY OF STUTTGART   (Germany)

^b UNIVERSITY OF TRENTO   (Italy)

Author keywords

computational methods; hydraulics

Indexed keywords

COMPUTATIONAL METHODS; DAMS; HYDRAULICS; INCOMPRESSIBLE FLOW; LIGHT POLARIZATION; RESERVOIRS (WATER); WAVE PROPAGATION;

COMPRESSIBLE NAVIER-STOKES MODEL; ESSENTIALLY NON-OSCILLATORY; INCOMPRESSIBLE NAVIER-STOKES; LABORATORY MEASUREMENTS; SMOOTH PARTICLE HYDRODYNAMICS; THREE-DIMENSIONAL NAVIER-STOKES EQUATIONS; TWO-DIMENSIONAL SHALLOW WATER EQUATIONS; VERTICAL VELOCITY PROFILES;

NAVIER STOKES EQUATIONS;

DAM FAILURE; FLOW FIELD; HYDRAULICS; HYDRODYNAMICS; NAVIER-STOKES EQUATIONS; NUMERICAL METHOD; NUMERICAL MODEL; PRESSURE FIELD; SHALLOW-WATER EQUATION; THREE-DIMENSIONAL FLOW; WATER DEPTH; WAVE PROPAGATION;

EID: 78649980088     PISSN: 00221120     EISSN: 14697645     Source Type: Journal    
DOI: 10.1017/S0022112010003599     Document Type: Article

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