Measurement of wave-by-wave bed-levels in the swash zone

Abstract A technique is described to observe and quantify wave-by-wave bed-level changes in the swash zone. The ultrasonic instrument system is non-contact with the beach face surface being measured and the sensors remain outside of the fluid flows causing sediment movement. Sensor resolution combined with the electronic noise inherent within a digital network data-logging system results in a (conservative) measurement accuracy of ± 1 mm, equating to a couple of sand grain diameters in height. Illustrative field results demonstrate the practical use of the instrumentation, and a simple data pre-processing method to separate swashes and intervening bed-level ‘events’ is discussed. These example data reveal rather complex fluctuations of the bed observed over time periods of minutes to hours. Rather strikingly, gross bed-level changes per wave are revealed to be up to many orders of magnitude larger than the observed net rate of beach face evolution. It is outlined how observations of successive bed-level changes at multiple locations within a dense grid, combined with a consideration of sediment continuity, will now enable the total net sediment transported per uprush–backwash to be quantified.

[1]  Gerhard Masselink,et al.  The Effect of Tide Range on Beach Morphodynamics and Morphology: A Conceptual Beach Model , 1993 .

[2]  T. Baldock,et al.  Hydrodynamics and sediment transport in the swash zone: a review and perspectives , 2002 .

[3]  Andrew D. Short,et al.  Handbook of beach and shoreface morphodynamics , 1999 .

[4]  Gerhard Masselink,et al.  Short‐term morphological change and sediment dynamics in the intertidal zone of a macrotidal beach , 2007 .

[5]  Jack A. Puleo,et al.  The first international workshop on swash-zone processes , 2006 .

[6]  A. Sallenger,et al.  High-Frequency Sediment-Level Oscillations in the Swash Zone , 1984 .

[7]  Ian L Turner,et al.  Rapid water table fluctuations within the beach face: Implications for swash zone sediment mobility? , 1997 .

[8]  M. Hughes Application of a Non-Linear Shallow Water Theory to Swash Following Bore Collapse on a Sandy Beach , 1992 .

[9]  T. O’Hare,et al.  FIELD MEASUREMENTS OF VELOCITY MOMENT SHAPE FUNCTIONS (THE X-SHORE PROJECT) , 2007 .

[10]  T. Baldock,et al.  Field observations of instantaneous water slopes and horizontal pressure gradients in the swash-zone , 2006 .

[11]  E. Waddell Swash—Groundwater—Beach Profile Interactions , 1987 .

[12]  R. Holman,et al.  A simple model of beach foreshore response to long-period waves , 1987 .

[13]  M. Larson,et al.  Swash-zone sediment transport and foreshore evolution: field experiments and mathematical modeling , 2004 .

[14]  T. Baldock,et al.  Measurements and modeling of swash-induced pressure gradients in the surface layers of a sand beach , 2001 .

[15]  K. Holland,et al.  Variable swash motions associated with foreshore profile change , 2001 .

[16]  Paul Russell,et al.  Hydrodynamics and Cross-Shore Sediment Transport in the Swash-Zone of Natural Beaches: A Review , 2000 .

[17]  Ian L Turner,et al.  Sediment Transport Processes in the Swash Zone of Sandy Beaches , 2007 .

[18]  Gerhard Masselink,et al.  Swash-zone morphodynamics , 2006 .