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Coastal vulnerability assessment based on video wave run-up observations at a mesotidal, steep-sloped beach

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Academic year: 2021

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Fig. 1 a Map of the Algarve region (S Portugal) showing the locations of the study area (rectangle), the IH wave buoy, and the Huelva tidal gauge
Fig. 2 Snapshot of the GUI timestack processing software used. Red lines indicate the swash front motions, and yellow dots the discrete maxima considered for the estimation of 2% exceedence values
Fig. 3 Histograms of the significant wave height (a), peak wave period (b), beach-face slope (c), Iribarren number (d), non-dimensional sediment fall velocity (e), and 2% exceedence wave run-up height for the measurements considered
Table 2 Summary of efforts to parameterize the 2% exceedence for the run-up height R 2 on the grounds of the deep water significant wave height H o , offshore wavelength L o , the Iribarren number ξ , the
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