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with loss of material of up to −2.84 m. That material is deposited at the same height
in the protected border where the generated currents by the diffraction, allow the
sediment transport to the Mallorquín Lagoon. Even, it can observe how the first part
of the “Superpuerto” works interrupt the sediment transport to the coast.
Nevertheless, part of the sediment reaches bordering the construction work and
travels in parallel direction to the coastline, supporting in lesser extent to the coastal
bar of the Mallorquín Lagoon. It can observe in its proximities, accumulations of
sediments from 0.31 to 0.46 m.
Fig. 9.26 Erosion and accretion of Bocas de Cenizas zone after 30 days of hourly modelling, since
October 1st, 2010 to November 01st, 2010
9 Physical and Morphological Changes to Wetlands Induced by Coastal Structures
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