SWASH ZONE BED LEVEL CHANGES AND SEDIMENT ENTRAINMENT AT THE SURF-SWASH BOUNDARY

Research output: Chapter in Book/Report/Conference proceedingConference abstract in proceedingsResearch

In the process of estimating the effect of sediment advection into the swash zone from bore collapse, a method in which buried self-logging pressure transducers are used to measure bed level changes in the swash zone, over a timeframe of several hours to inter-swash level, has been tested against bed level changes obtained from rod measurements. The test shows perfect agreement in the upper and mid swash while minor disagreement (1 cm) in the lower swash occurred. The deployment of self-logging pressure transducers has proven to be an accurate, easy and flexible method to obtain highly detailed data on water levels and bed elevations in the swash zone. Water levels derived from the pressure transducers show that swash zone characteristics vary from the upper to lower swash. Using pressure transducers in the swash zone coupled with measurements of the hydrodynamics and sediment concentrations at the outer boundary of the swash zone will improve the ability to explain the role of sediment advection from bore collapse. In relation to this, a method which consistently identify bores at the surf-swash boundary and quantifies the
suspended sediment load carried by such bores prior to their collapse and run-up in the swash zone, is also presented.
Original languageEnglish
Title of host publicationProceedings of 32nd Conference on Coastal Engineering, Shanghai, China, 2010.
EditorsJane Smith McKee, Patrick Lynett
Number of pages11
Publication date2010
Chaptersediment.28
Publication statusPublished - 2010
EventThe 32nd International Conference on Coastal Engineering (ICCE 2010) - Shanghai, China
Duration: 30 Jun 20105 Jul 2010
Conference number: 32

Conference

ConferenceThe 32nd International Conference on Coastal Engineering (ICCE 2010)
Nummer32
LandChina
ByShanghai
Periode30/06/201005/07/2010
SeriesProceedings of the International Conference on Coastal Engineering
ISSN0893-8717

ID: 21185317