Abstract
Laboratory investigations of beach morphology change under wave action are undertaken to gain insight into coastal processes, design coastal structures and validate the predictions of numerical models. For the results of such experiments to be reliable, it is necessary that they are repeatable. The equilibrium beach concept, that beach morphology will evolve to a quasi-static equilibrium shape for a given forcing suggests that experiments should be repeatable to some degree. However, sediment transport in turbulent breaking and broken waves is complex and highly variable and the level of repeatability at different temporal and spatial scales is challenging to measure, as such, previous work has restricted comparisons to small numbers of waves. Here we use the results of two identical, 20-h large-scale wave flume experiments to investigate the repeatability of sediment transport and beach morphology change under waves at timescales down to individual swash events. It is shown that while flow characteristics from identical swash events are very repeatable, the sediment transported can be very different in both magnitude and direction due to differences in turbulence, sediment advection and morphological feedback. Over longer periods containing multiple matching swash events however, the beach responds in a very similar manner, with the level of morphological repeatability increasing with time. The results also demonstrate that gross swash zone sediment transport remains high even as a beach profile approaches quasi-equilibrium, but the proportion of individual swash events that cause large sediment fluxes (>±7.5 kg/event/m) reduces with time. The results of this laboratory study indicate that beach morphology change has a level of determinism over timescales of several minutes and longer, giving confidence in the results from physical modelling studies. However, the large differences in sediment transport from apparently identical swash events questions the value in pursuing numerical predictions of sediment transport at the wave-by-wave timescale unless the reversals in sediment transport between apparently near identical swash events can also be predicted.
Original language | English |
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Article number | 104485 |
Journal | Coastal Engineering |
Volume | 189 |
Early online date | 12 Feb 2024 |
DOIs | |
Publication status | Published - 30 Apr 2024 |
Data Availability Statement
Post-processed experimental data that support the findings of this study are openly available from the zenodo repository at https://doi.org/10.5281/zenodo.388979.Funding
This project received funding from the European Union's Horizon 2020 research and innovation programme under grant agreement No 654110 , HYDRALAB+. P. Bayle was supported by a PhD scholarship through the EPSRC CDT in Water Informatics: Science & Engineering (WISE). A. Hunter was supported by a University of Bath Alumni Fund grant. T. Baldock acknowledges support from the Australian Research Council through Discovery grant DP140101302 .
Funders | Funder number |
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Engineering and Physical Sciences Research Council | |
University of Bath | |
Australian Research Council | DP140101302 |
Horizon 2020 | 654110 |