Abstract
The present chapter describes an efficient methodology to predict the impact of a marina on the adjacent indented beaches planform: initially, the impact of the marina on the hydrodynamic agents that induce sand transport in the adjacent indented beaches; finally, the beaches planform response to the modification of the hydrodynamic conditions. The innovative aspect of this analytical methodology concerns the process of estimating the dominant wave energy flux in front of the beaches, which is based on a statistical analysis of the incident wave regime. The methodology was successfully validated through the comparison of the shoreline configurations obtained analytically with the ones extracted from aerial photographs, before and after the construction of the marina.
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Consulmar (1989) Marine of Cascais. Environmental impact study. Final Report. Vol.1 – Text. Consulmar, Lisboa, Portugal (in Portuguese).
Oliveira R (1967) Contribution to the study of Tagus estuary – Sedimentology. Report nº 296, LNEC, Lisboa, Portugal (in Portuguese).
Acknowledgments
The author thanks to her sister Ana for the revision of the English and to their colleagues from the NPE division for assisting with the wave propagation numerical model runs.
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Oliveira, F.S.B.F. (2010). A Simple and Efficient Methodology to Assess Long Term Shoreline Evolution – Case Study. In: Green, D. (eds) Coastal and Marine Geospatial Technologies. Coastal Systems and Continental Margins, vol 13. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-9720-1_30
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DOI: https://doi.org/10.1007/978-1-4020-9720-1_30
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