Performance of a dynamic cobble berm revetment for coastal protection, under increasing water level.

Bayle, Paul M.; Blenkinsopp, Chris; Conley, Daniel; Masselink, Gerd; Beuzen, Tomas; Almar, Rafaël

doi:10.1016/j.coastaleng.2020.103712

Cited by 19 publications

(44 citation statements)

References 25 publications

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“…The erosive cases were ordered such that the wave energy and wave runup increased with each consecutive run. Note that the wave cases used for the Phase DR resilience testing (DRE and DRR) were different to those used during Phase SB because they were modified during the experiment to investigate the observed relationship between wave period and revetment slope 6 .…”

Section: Methodsmentioning

confidence: 99%

“…(d ) Beach profile data showing the evolution of the sand beach and dynamic revetment modified from Bayle et al . 6 . The revetment surface is marked with a thicker line.…”

Section: Methodsmentioning

confidence: 99%

“…The availability to researchers of large-scale measurements of nearshore hydro and morphodynamics at the spatio-temporal resolution achieved during DynaRev is very limited. Potential uses for the datasets obtained during the DynaRev test program are wide-ranging and include: the assessment of dynamic cobble berm revetment performance 6 , the investigation of nearshore processes such as the formation and dynamics of nearshore sandbars 7 , the response of sandy coasts to a rising sea level 8 , morphology change in the swash zone 9 , wave-by-wave sediment transport rates 10 , air entrainment in breaking waves 11 and the development of numerical models 12 .…”

Section: Background and Summarymentioning

confidence: 99%

“…1c). Further details of the instrumented cobble placement are provided by Bayle et al 6 and the 'DynaRev_RFID.xlsx' spreadsheet provided in the dataset associated with this paper details the initial cobble positions and locations in each RFID survey.…”

Section: Instrumented Cobblesmentioning

confidence: 99%

“…(c) Bed elevation change relative to the initial profile in the swash zone at the wave-by-wave timescale. (d) Beach profile data showing the evolution of the sand beach and dynamic revetment modified from Bayle et al6 . The revetment surface is marked with a thicker line.…”

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confidence: 99%

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High-resolution, large-scale laboratory measurements of a sandy beach and dynamic cobble berm revetment

et al. 2021

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High quality laboratory measurements of nearshore waves and morphology change at, or near prototype-scale are essential to support new understanding of coastal processes and enable the development and validation of predictive models. The DynaRev experiment was completed at the GWK large wave flume over 8 weeks during 2017 to investigate the response of a sandy beach to water level rise and varying wave conditions with and without a dynamic cobble berm revetment, as well as the resilience of the revetment itself. A large array of instrumentation was used throughout the experiment to capture: (1) wave transformation from intermediate water depths to the runup limit at high spatio-temporal resolution, (2) beach profile change including wave-by-wave changes in the swash zone, (3) detailed hydro and morphodynamic measurements around a developing and a translating sandbar.

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Section: Methodsmentioning

confidence: 99%

“…(d ) Beach profile data showing the evolution of the sand beach and dynamic revetment modified from Bayle et al . 6 . The revetment surface is marked with a thicker line.…”

Section: Methodsmentioning

confidence: 99%