Effect of bed forms and vegetated banks on velocity distributions and turbulent flow structure

Journal of Hydrologic Engineering

Volumn 16, Issue 6, 2011, Pages 495-507

  Nasiri Dehsorkhi, Elham ^a   Afzalimehr, Hossein ^a   Singh, Vijay P ^b  

^a ISFAHAN UNIVERSITY OF TECHNOLOGY   (Iran)

^b Texas A and M University   (United States)

Author keywords

Flow separation; Gravel dunes; Lee slope angle of dune; Reynolds stress; Turbulence intensities; Vegetated walls

Indexed keywords

BED FORMS; DISTRIBUTION DENSITY; EXPERIMENTAL MEASUREMENTS; LABORATORY EXPERIMENTS; MEAN WAVELENGTH; MEDIAN DIAMETERS; REYNOLDS STRESS; REYNOLDS STRESS DISTRIBUTION; RIVER BANK; SLOPE ANGLES; TURBULENCE INTENSITIES; TURBULENCE INTENSITY; TURBULENT INTENSITIES; VEGETATED WALLS; VELOCITY FIELD;

GRAVEL; REYNOLDS NUMBER; STRESS CONCENTRATION; TURBULENCE; TURBULENT FLOW; VELOCITY;

VELOCITY DISTRIBUTION;

BEDFORM; DUNE; FLOW STRUCTURE; FLOW VELOCITY; FLUME EXPERIMENT; REYNOLDS NUMBER; RIVER BANK; SLOPE; TURBULENCE; TURBULENT FLOW;

EID: 79958727282     PISSN: 10840699     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)HE.1943-5584.0000337     Document Type: Article

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