Sand transport process measurements under large-scale braking waves

The effects of wave breaking on sediment transport are studied through a new series of mobile-bed experiments in a large-scale wave flume. During the campaign, one experiment involving detailed sand transport process measurements was repeated at 12 different cross-shore location. This procedure allows studying of the cross-shore variation of sand transport processes along the breaking zone. Starting from an initially 1:10 slope followed by a horizontal test section, a breaker bar developed in the breaking region as a result of onshore transport pre-breaking and offshore transport post-breaking. Near-bed suspended sediment fluxes were directed offshore along the complete test section, suggesting that the onshore transport pre-breaking is mainly attributed to bedload. The offshore suspended flux was the sum of an onshore wave-driven component and an offshore current-driven component. The wave-driven contribution to total suspended transport rates seems significant mainly before the breaking point where they account for ~30% of total suspended transport fluxes.

[1]  J. Ribberink,et al.  Coastal sediment dynamics: recent advances and future research needs , 2013 .

[2]  B. Sumer,et al.  Laboratory observations of flow and sediment transport induced by plunging regular waves , 2013 .

[3]  Turbulent viscosity in natural surf zones , 2012 .

[4]  D. Cox,et al.  Large-scale laboratory observations of wave breaking turbulence over an evolving beach , 2010 .

[5]  B. G. Ruessink,et al.  The systematic contribution of transporting mechanisms to the cross-shore sediment transport in water depths of 3 to 9 m , 1998 .

[6]  Leo C. van Rijn,et al.  Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport , 2007 .

[7]  T. Aagaard,et al.  Sediment concentration and vertical mixing under breaking waves , 2013 .

[8]  J. Ribberink,et al.  Bed level motions and sheet flow processes in the swash zone: observations with a new conductivity-based concentration measuring technique (CCM+) , 2015 .

[9]  M. Boers Surf Zone Turbulence , 2005 .

[10]  B. Ruessink Observations of Turbulence within a Natural Surf Zone , 2010 .

[11]  U. Lemmin,et al.  A multi-frequency Acoustic Concentration and Velocity Profiler (ACVP) for boundary layer measurement , 2011 .

[12]  Jan J. Bosman,et al.  Sediment concentration measurement by transverse suction , 1987 .

[13]  Olivier Kimmoun,et al.  A particle image velocimetry investigation on laboratory surf-zone breaking waves over a sloping beach , 2007, Journal of Fluid Mechanics.

[14]  J. Ribberink,et al.  Bed load and suspended load contributions to migrating sand dunes in equilibrium , 2014 .

[15]  Daniel T. Cox,et al.  Bottom shear stress in the surf zone , 1996 .

[16]  Hwung-Hweng Hwung,et al.  Laboratory observation of boundary layer flow under spilling breakers in surf zone using particle image velocimetry , 2010 .

[17]  J. A. Roelvink,et al.  Bar-generating cross-shore flow mechanisms on a beach Barre provoquant des mecanismes d' ecoulement perpendiculaires a la plage , 1989 .

[18]  Michael G. Hughes,et al.  Breaker turbulence and sediment suspension in the surf zone , 2010 .

[19]  A. Sánchez-Arcilla,et al.  Large-scale experiments on beach profile evolution and surf and swash zone sediment transport induced by long waves, wave groups and random waves , 2011 .

[20]  R. Sternberg,et al.  Suspended-sediment transport in the surf zone: response to breaking waves , 1996 .

[21]  J. Kirby,et al.  Observation of undertow and turbulence in a laboratory surf zone , 1994 .

[22]  Tom O'Donoghue,et al.  Measurements of sheet flow transport in acceleration-skewed oscillatory flow and comparison with practical formulations , 2010 .