Laboratory PIV measurements of wave breaking on a beach

Proceedings of the International Offshore and Polar Engineering Conference

Volumn , Issue , 2004, Pages 293-298

  Kimmoun, O ^a   Branger, H ^b   Zucchini, B ^b  

^a Ecole Centrale Marseille   (France)

^b AIX MARSEILLE UNIVERSITÉ   (France)

Author keywords

Experiment; Measurements; PIV; Reverse flow; Shoaling; Wave; Wave breaking; Wave tank

Indexed keywords

CHANNEL FLOW; FLOW MEASUREMENT; FLUID STRUCTURE INTERACTION; IMAGING TECHNIQUES; VELOCITY MEASUREMENT; WATER TANKS;

PARTICLE IMAGING VELOCIMETRY (PIV); REVERSE FLOW; SHOALING; WAVE BREAKING; WAVE TANKS;

WATER WAVES;

EID: 23844496819     PISSN: 10986189     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (18)

1. Adrian R J, (1991), "Particle-imaging techniques for experimental fluid mechanics", Ann. Rev. Fluid Mech., vol 23, 261-304.
2. Battjes A, (1988), "Surf-zone dynamics", Ann. Rev. Fluid Mech., vol 20, 257-293.
3. Chang K A and Liu P L, (1998), "Velocity, acceleration and vertical vortex under a breaking wave", Phys Fluids, vol 10, 1, 327-329.
4. Dancey C L and Diplas P, (2003), "The probability of sediment movement at the threshold of motion and time dependent fluid processes", in "Sedimentation and Sediment Transport", Proceedings of the Symposium, Monte Verita, Switzerland, San Diego Tech. Book, Inc., Albert Gyr Edt, 57-61.
5. Fenton J D, (1990), "Non linear wave theories", in The sea: Ocean Engineering Sciences, vol 9, part A, Eds Le méhauté, 3-25.
6. Govender K, Mocke G and Alport M, (2002), "Video-imaged surf zone wave and roller structures and flow fields", Journ of Geophys. Research, vol 107, 1029, 1-21.
7. Jansen P C, (1986), "Laboratory observation of the kinematics in the aerated region of breaking waves, Coastal Eng., vol 9, 453-477.
8. Lin J C and Rockwell D, (1995), "Evolution of a Quasi-Steady Breaking Wave", J. Fluid Mech., vol 302, 29-43.
9. Meunier P and Leweke T, (2003), "Analysis and treatment of errors due to high velocity gradients in particle image velocimetry, Exp. In Fluids, vol 35, In Press.
10. Nadakoa K, Hino M, and Koyano Y, (1989), "Structure of turbulent flow field under breaking waves in the surf zone", J. Fluid Mech., vol 204, 359-387.
11. Perlin, M, Bernal L, and He J, (1996), "An Experimental Study of Deep Water Plunging Breakers", Physics of Fluids, 8(9), 2365-2374.
12. Perregrine D H, "Breaking waves on beaches", Ann. Rev. Fluid Mech., vol 15, 149-178.
13. Petti M and Longo S, (2001), "Turbulence experiments in the swash zone", Coastal Eng., vol 43, 1-24.
14. Ting C and Kirby J, (1995), "Dynamics of surf-zone turbulence in a strong plunging breaker", Coastal Eng., vol 24, 177-204.
15. Ting C and Kirby J, (1996), "Dynamics of surf-zone turbulence in a spilling breaker", Coastal Eng., vol 27, 131-160.
16. Ting C and Kirby J, (1994), "Observation of undertow and turbulence in a laboratory surf zone", Coastal Eng., vol 24, 51-80.
17. Skyner D, (1996), "A comparison of numerical predictions and experimental measurements of the internal kinematics of a deep-water plunging wave", J. Fluid Mech, 315, pp 51-64
18. Svendsen I A, (1987), "Analysis of surf-zone turbulence", J. Geophys. Res., 92, 5115-5124.