3D Numerical modelling of flow divisions at open channel junctions with or without vegetation

Advances in Water Resources

Volumn 32, Issue 1, 2009, Pages 49-60

  Li, C W ^a   Zeng, C ^a  

^a HONG KONG POLYTECHNIC UNIVERSITY   (Hong Kong)

Author keywords

3D flow model; Flow diversion; Open channel; Vegetation

Indexed keywords

ENERGY DISSIPATION; FLUID DYNAMICS; GAS TURBINES; NAVIER STOKES EQUATIONS; THREE DIMENSIONAL; VEGETATION;

3D FLOW MODEL; CHANNEL SYSTEMS; CHANNEL WIDTHS; ENERGY LOSSES; ENVIRONMENTAL FRIENDLY; FLOW DIVERSION; IN CHANNELS; INFLOW DISCHARGES; NUMERICAL MODELLING; OPEN CHANNEL; OPEN CHANNELS; REYNOLDS AVERAGED; VEGETATION DENSITIES; WATER DEPTHS; WIDTH RATIOS; WITH OR WITHOUT;

OPEN CHANNEL FLOW;

DISCHARGE; FLOW MODELING; INFLOW; NAVIER-STOKES EQUATIONS; OPEN CHANNEL FLOW; QUANTITATIVE ANALYSIS; THREE-DIMENSIONAL MODELING; VEGETATION; WATER DEPTH;

EID: 57349138942     PISSN: 03091708     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advwatres.2008.09.005     Document Type: Article

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