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Climate

adaption

adaptation of rubble mound breakwaters


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<tekst>In this thesis I will investigate the possible adaptation strategies of rubble mound breakwaters through an adaptation pathway. In recent research it was already concluded that the current guidelines for overtopping in TAW/EurOtop are not always accurate enough if combination of solutions (crest wall, berm, increased foreshore and/or a low-crested structure) are applied on a breakwater or dike. Subsequently, the solution with the biggest knowledge gap in current guidelines is computed in a numerical model (OpenFOAM) to verify if the guidelines are correct for the combination of solutions.


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Metadata list
|| Name | <Kevin Hogeveen>  ||
|| Email | <kevin.hogeveen@Deltares.nl> ||
|| Room | <room >|
|| Software package | <OpenFOAM> |
|| Start Date | <21-12-2020>|
|| Specialisation Programme | <Hydraulic structures/ Coastal engineering>|
|| Deltares supervisor | <Joost den Bieman> |
|| TU Delft supervisor | <supervisor> |



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