LARGE-SCALE TURBULENCE STRUCTURES over AN IMMOBILE GRAVEL-BED INSIDE the SURF ZONE

Proceedings of the Coastal Engineering Conference

Volumn 2003-January, Issue , 2003, Pages 1050-1061

  Lara, Javier L ^a   Losada, Inigo J ^a   Cowen, Edwin A ^b  

^a UNIVERSITY OF CANTABRIA   (Spain)

^b Cornell University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ENGINEERING; DOPPLER EFFECT; GRAVEL; TURBULENCE; WATER WAVES; WAVELET ANALYSIS;

BREAKING PROCESS; DIFFERENT TIME SCALE; HORIZONTAL VELOCITY; LARGE SCALE TURBULENCE STRUCTURES; LASER DOPPLER VELOCIMETER (LDV); TURBULENCE GENERATION; VELOCITY PROFILES; VERTICAL VELOCITY;

LASER DOPPLER VELOCIMETERS;

EID: 84950147513     PISSN: 01613782     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1142/9789812791306_0089     Document Type: Conference Paper

References (6)

1. Buffin-Belanger, T., A. G. Roy and A. D. Kirkbride (2000). On large-scale flow structures in a gravel-bed river. Geomorphology, 32(3-4), 417-435.
2. Lara J. L., E. A. Cowen and I. Mei Sou (2002a). A depth-of-field limited particle image velocimetry technique applied to oscillatory boundary layer flow over a porous bed. Experiments in Fluids, (en press).
3. Lara, J. L. (2002). Analisis experimental y numerico de los procesos asociados a la rotura sobre lechos permeables. PhD Thesis (in Spanish). Universidad de Cantabria.
4. Losada, I. J., J. L. Lara and M. A. Losada (2001). Experimental study on the influence of bottom permeability on wave breaking and associated processes. Proc. 27th International Conference on Coastal Engineering. ASCE. 706-719.
5. Shvidchenko, A. B., G. Pender and T. B. Hoey (2001). Critical shear stress for incipient motion of sand/gravel streambeds. Water Resources Research. 31, 2273-84.
6. Ting, F. C. K. And J. T. Kirby (1994). Observations of undertow and turbulence in a laboratory surf zone. Coastal Engineering, 24, 51-80.