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Recent developments in cross-shore coastal profile modeling
van Rijn, L.C.; Dumont, K.; Malherbe, B. (2025). Recent developments in cross-shore coastal profile modeling. J. Mar. Sci. Eng. 13(10): 2011. https://dx.doi.org/10.3390/jmse13102011
In: Journal of Marine Science and Engineering. MDPI: Basel. ISSN 2077-1312; e-ISSN 2077-1312, more
Peer reviewed article  

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Keywords
    Erosion > Coastal erosion
    Sandy beaches
Author keywords
    cross-shore profile modelling; coastal profiles; wave runup; gravel beaches

Authors  Top 
  • van Rijn, L.C., more
  • Dumont, K.
  • Malherbe, B., more

Abstract
    Coastal profile models are frequently used for the computation of storm-induced erosion at (nourished) beaches. Attention is focused on new developments and new validation exercises for the detailed process-based CROSMOR-model for the computation of storm-induced morphological changes in sand and gravel coasts. The following new model improvements are studied: (1) improved runup equations based on the available field data; (2) the inclusion of the uniformity coefficient (Cu = d60/d10) of the bed material affecting the settling velocity of the suspended sediment and thus the suspended sediment transport; (3) the inclusion of hard bottom layers, so that the effect of a submerged breakwater on the beach–dune morphology can be assessed; and (4) the determination of adequate model settings for the accretive and erosive conditions of coarse gravel–shingle types of coasts (sediment range of 2 to 40 mm). The improved model has been extensively validated for sand and gravel coasts using the available field data sets. Furthermore, a series of sensitivity computations have been made to study the numerical parameters (time step, grid size and bed-smoothing) and key physical parameters (sediment size, wave height, wave incidence angle, wave asymmetry and wave-induced undertow), conditions affecting the beach morphodynamic processes. Finally, the model has been used to study various alternative methods of reducing beach erosion.

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