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• W49483203 abstract "This new land will be exposed to a North Sea wave climate and tidal currents. Severe erosion of the dunes and a large draw back of the coastline has to be avoided. One of the possibilities to influence the wave climate and thus the sediment transport nearshore is by using a perched beach with a submerged breakwater (see Figures A2 and A3). The influence of this structure on the dynamic equilibrium profile behind the submerged breakwater has to be determined since this alternative saves large quantities of sand and therefore the construction costs are decreased. This will be investigated in this research project and the following research questions will be answered (see Figure A2): What is the effect of a submerged breakwater on the dynamic equilibrium profile of the perched beach for Maasvlakte II? What is the difference in the required quantity (m3) of sand to construct the required dynamic equilibrium profile in comparison with the situation without a perched beach with a submerged breakwater and what is the difference in costs? The objective of this research project is dual and has to give answer to the two research questions for this research project: Determine the effect of a perched beach with a submerged breakwater on the dynamic equilibrium profile of the perched beach for Maasvlakte II; Determine the required quantity of sand required for the dynamic equilibrium profile for the situation with and without a perched beach with a submerged breakwater. In an economical analysis the costs will be compared. Since the cross-shore sediment transport is mainly responsible for fluctuations in the coastal profile, the study of the development of the bottom profile landward of the submerged breakwater is mainly a two dimensional problem, perpendicular to the coastline and depth contour lines. After an inventory of the theoretical knowledge and available tools to answer the research questions, the crosssediment transport module of the Unibest Coastal Softwane Package, Unibest-TC (TC: Iimed dependent .Cross-shore) was chosen to provide insight in the development of the dynamic equilibrium profile landward of the submerged breakwater under the combined action of waves, longshore tidal currents and wind. The submerged breakwater will be positioned on different cross-shore positions of the shoreline." @default.
• W49483203 created "2016-06-24" @default.
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• W49483203 date "2005-02-01" @default.
• W49483203 modified "2023-09-23" @default.
• W49483203 title "Perched beach with submerged breakwater as a solution for the shore protection of Maasvlakte II" @default.
• W49483203 hasPublicationYear "2005" @default.
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