Sand bypass and updrift beach evolution after jetty construction at an ebb-tidal delta

The evolution of an ebb-tidal delta (Guadiana, South Portugal) and its updrift beach after jetty construction (in 1972–1974) is analysed based on 24 ortho-rectified aerial photographs (1940–2012) and 13 bathymetric maps (1969–2014). The objectives are to evaluate the re-establishment of the sand byp...

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Veröffentlicht in:Estuarine, coastal and shelf science coastal and shelf science, 2015-12, Vol.167, p.4-13
Hauptverfasser: Garel, E., Sousa, C., Ferreira, Ó.
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Sprache:eng
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Zusammenfassung:The evolution of an ebb-tidal delta (Guadiana, South Portugal) and its updrift beach after jetty construction (in 1972–1974) is analysed based on 24 ortho-rectified aerial photographs (1940–2012) and 13 bathymetric maps (1969–2014). The objectives are to evaluate the re-establishment of the sand bypassing process and if the disruption of the historical delta may affect the updrift beach evolution. Post-jetty progradation of the updrift beach resulted from two large accretion events. The second (largest) event (110 m progradation in 1985–1994) was due to beach attachment of a shoal produced by the erosion of a broad shallow area relict of the historical delta. The reworking of sand from this relict area also enables the individualisation of a lateral updrift bar simultaneously with the new ebb shoal proper formation. Both morphological features were close to (volume) equilibrium in 1995, indicating that most of the sand was transported towards the downdrift side of the inlet at that time. This study shows that erosion of the historical delta may enhance significantly the updrift shoreline progradation and may promote the re-establishment of sand bypassing after jetty construction. •We study the post-jetty evolution of an ebb-tidal delta and its updrift beach.•Erosion of the old delta promoted the re-establishment of sand bypass.•Cross-shore transport due to delta erosion contributed to updrift beach advance.•Longshore transport rate based on sand accumulation against jetty is over-estimated.
ISSN:0272-7714
1096-0015
DOI:10.1016/j.ecss.2015.05.044