Dam-break flows during initial stage using SWE and RANS approaches

Journal of Hydraulic Research

Volumn 48, Issue 5, 2010, Pages 603-611

  Ozmen Cagatay, Hatice ^a   Kocaman, Selahattin ^b  

^a CUKUROVA UNIVERSITY   (Turkey)

^b MUSTAFA KEMAL UNIVERSITY   (Turkey)

Author keywords

Computational fluid dynamics; dam break; digital image processing; flood wave propagation; surface profile; volume of fluid

Indexed keywords

DAM-BREAK; DAM-BREAK FLOW; DAM-BREAKS; DIGITAL IMAGE PROCESSING; DRY AND WET; FLOW CHARACTERISTIC; FREE-SURFACE PROFILES; INITIAL STAGES; LABORATORY EXPERIMENTS; MEASURING TECHNIQUE; NUMERICAL RESULTS; RANS MODELS; REASONABLE ACCURACY; RECTANGULAR CROSS-SECTIONS; REYNOLDS-AVERAGED NAVIER-STOKES EQUATIONS; SHALLOW WATER EQUATIONS; SURFACE PROFILE; VOLUME OF FLUIDS;

COMPUTATIONAL FLUID DYNAMICS; DAMS; FLUID DYNAMICS; FLUIDS; IMAGE PROCESSING; IMAGING SYSTEMS; LEAKAGE (FLUID); NAVIER STOKES EQUATIONS; TURBULENCE MODELS; WAVE PROPAGATION;

OPEN CHANNEL FLOW;

COMPUTATIONAL FLUID DYNAMICS; DAM; DIGITAL IMAGE; EXPERIMENTAL STUDY; FLOOD WAVE; FREE SURFACE FLOW; IMAGE PROCESSING; NUMERICAL MODEL; TURBULENT FLOW; VOLUME; WAVE PROPAGATION;

EID: 77958557983     PISSN: 00221686     EISSN: None     Source Type: Journal    
DOI: 10.1080/00221686.2010.507342     Document Type: Article

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