Turbulent flow through idealized emergent vegetation

Journal of Hydraulic Engineering

Volumn 136, Issue 12, 2010, Pages 1003-1017

  Stoesser, T ^a   Kim, S J ^a   Diplas, P ^b  

^a Georgia Institute of Technology   (United States)

^b State University   (United States)

Author keywords

Coherent structures; Drag; Flow resistance; LES; Turbulence; Vegetation

Indexed keywords

COHERENT STRUCTURE; DRAG AND LIFT FORCES; DRAG FORCES; EMERGENT VEGETATION; EXPERIMENTAL STUDIES; FLOW RESISTANCE; FRICTION DRAG; HIGH RESOLUTION; HORIZONTAL PLANES; ISO SURFACE; LABORATORY EXPERIMENTS; LES; OPEN CHANNELS; PRESSURE FLUCTUATION; SECOND ORDER STATISTICS; STAGGERED ARRAYS; TIME SIGNALS; TURBULENCE STRUCTURES; TWO CYLINDERS; VEGETATION DENSITY; VERTICAL VORTICITY; FLOWTHROUGH; LARGE-EDDY SIMULATIONS; LOWER DENSITY; REYNOLD NUMBER;

ATMOSPHERIC BOUNDARY LAYER; COMPUTATIONAL FLUID DYNAMICS; CYLINDERS (SHAPES); REYNOLDS EQUATION; REYNOLDS NUMBER; TURBULENCE; TURBULENT FLOW; VEGETATION; DRAG; LARGE EDDY SIMULATION; OPEN CHANNEL FLOW; SIGNAL ANALYSIS;

DRAG; VEGETATION;

DRAG; LARGE EDDY SIMULATION; OPEN CHANNEL FLOW; REYNOLDS NUMBER; SIMULATION; TURBULENT FLOW; VORTICITY;

EID: 78349278376     PISSN: 07339429     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HY.1943-7900.0000153     Document Type: Article

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