2020
DOI: 10.1016/j.earscirev.2020.103148
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On the prediction of runup, setup and swash on beaches

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Cited by 63 publications
(26 citation statements)
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“…Significant wave heights and spectra are considered rather than using these to compute wave runup for two main reasons: firstly, run-up formula predominantly use deep water wave heights and hence calculating from the measured intertidal values is not achievable; secondly, there is a large variation in the results of these formulae and hence uncertainty in which formula is appropriate [85,86]. The beach profiles between the PT location and the dune area (Figure 6) further enhance the effect that differences in significant wave heights would have on dune erosion: the profile gradients for PT1 and PT2 (where significant wave heights are lower) are shallower and hence would have lesser predicted run-up values for many formulas [87] even if wave heights were similar.…”
Section: Discussionmentioning
confidence: 99%
“…Significant wave heights and spectra are considered rather than using these to compute wave runup for two main reasons: firstly, run-up formula predominantly use deep water wave heights and hence calculating from the measured intertidal values is not achievable; secondly, there is a large variation in the results of these formulae and hence uncertainty in which formula is appropriate [85,86]. The beach profiles between the PT location and the dune area (Figure 6) further enhance the effect that differences in significant wave heights would have on dune erosion: the profile gradients for PT1 and PT2 (where significant wave heights are lower) are shallower and hence would have lesser predicted run-up values for many formulas [87] even if wave heights were similar.…”
Section: Discussionmentioning
confidence: 99%
“…It shows that the best reconstruction performance can be obtained when the coastal video is used for fine-tuning even in the same model architecture of Raindrop-aware GAN. By creating timestack image and visually assessment it, we can confirm that the performance of the proposed method is the best and it also has high applicability in studying nearshore wave dynamics with video remote sensing, in particular data preparation step, such as breaking wave height estimation from coastal video [31,32], video sensing of nearshore bathymetry evolution [33,34], nearshore wave transform with video imagery [35], shoreline response and resilience through video monitoring [36][37][38][39], wave run-up prediction [40,41], and nearshore wave tracking through coastal video [42,43].…”
Section: Discussionmentioning
confidence: 76%
“…Similarly, Several global models (e.g. NOAA Wavewatch III, Deltares Global Flood Forecasting and Information System, Aviso Global Tide FES model) can provide deepwater wave, tide and surge information along coastlines where these are not measured locally, however the estimation of wave setup and runup is still likely to be dependent on calculations of sitespecific wave transformation in the nearshore (da Silva et al, 2020). Probabilistic methods such as ensembles (Beuzen et al, 2019a), Monte Carlo (Davidson et al, 2017) and Bayesian networks (Beuzen et al, 2018) are practical approaches that enable uncertainty in local morphology and storm hydrodynamics to be appropriately considered.…”
Section: Synthesis and Future Directionsmentioning
confidence: 99%