4.7 Article

Experimental and numerical modeling of pile-rock breakwater gap arrangement for optimal coastal erosion protection in deltaic coasts

Journal

OCEAN ENGINEERING
Volume 280, Issue -, Pages -

Publisher

PERGAMON-ELSEVIER SCIENCE LTD
DOI: 10.1016/j.oceaneng.2023.114625

Keywords

XBeach 2D; Physical and numerical modelling; Wave basin; Sediment transport; Gap; Coastal mekong delta

Ask authors/readers for more resources

In this study, experimental and numerical modeling were conducted to investigate the impact of breakwater gaps on bedload sediment transport and nearshore bed morphology. The results indicated that the gap width has a significant influence on sediment transport and bed morphology. The breakwater gaps can generate high current speed and flow due to wave diffraction, which accelerates shoreline and bed erosion. Additionally, the gaps facilitate sediment supply and enhance the living shoreline. Furthermore, the sediment exchange rate is affected by water levels and wave amplitudes.
Pile-Rock breakwaters (PRBW) have been constructed as long continuous features in the West Sea of the Mekong Delta. Optimising the gap arrangement and spatial orientation of these continuous breakwaters can result in positive impacts on the velocity field, sediment distribution, and shoreline morphology. In this study, experi-mental and numerical modelling was performed to investigate the effect of breakwater gaps on bedload sediment transport and nearshore bed morphology. The gap width across various hydrodynamic conditions was found to have a significant impact on bedload sediment transport and nearshore bed morphology. This study found breakwater gaps can result in high current speed and flow due to wave diffraction, which subsequently also accelerates the shoreline and bed erosion process. The gaps also have a positive impact by facilitating sediment supply behind the breakwaters, which enhances the living shoreline. The sediment exchange rate was higher in low water conditions for the emerged breakwater caused by wave circulation stirring up the sediment with higher wave amplitude. During high-water conditions, the results showed a relatively smaller area of sedi-mentation behind the breakwater. Under high water level conditions, the ability to stir up sediment decreases, resulting in low sediment transport. The findings from this study can be used to optimize the design of pile-rock breakwaters and their performance on the deltaic coast.

Authors

I am an author on this paper
Click your name to claim this paper and add it to your profile.

Reviews

Primary Rating

4.7
Not enough ratings

Secondary Ratings

Novelty
-
Significance
-
Scientific rigor
-
Rate this paper

Recommended

No Data Available
No Data Available