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dc.rights.licenseCC-BY-NC-ND
dc.contributor.advisorBouma, Tjeerd
dc.contributor.authorTervoort, Jan
dc.date.accessioned2023-01-01T02:01:26Z
dc.date.available2023-01-01T02:01:26Z
dc.date.issued2023
dc.identifier.urihttps://studenttheses.uu.nl/handle/20.500.12932/43390
dc.description.abstractIntertidal areas worldwide are threatened by man-made basin alterations, boat-wakes, and sea-level rise, resulting in changed sediment dynamics and a process called sediment starvation. Traditionally, hard and impermeable structures are constructed on intertidal foreshores to attenuate wave energy and restore the disbalance in sediment dynamics. However, wave reflection and scouring in front of the structure are reasons why there is a growing consensus toward more permeable and biogenic structures in coastal defence schemes. The assessment of the interaction of waves with these permeable structures is limited in the literature. This flume study quantified and compared wave attenuation, reflection, and scouring potential of different-sized gabions filled with empty oyster shells, empty mussel shells, loose brushwood, and bundled brushwood to a hard brick stone structure under varying hydrodynamical conditions. The results show that consistent differences in wave attenuation were hardly observed between hard and biogenic materials. The emerged mussel structure even attenuated wave energy best for low submergence ratios. Emerged hard structures with low submergence ratios did generate up to 46.2% more wave reflection than the various biogenic structures for incident short-period waves. There was also a higher bed shear stress under wave action measured just before the emerged hard structure. Additionally, the correlation between wave reflection/attenuation and relative submergence showed a large spread, highlighting the importance of incident wave characteristics in describing this correlation. The findings demonstrate why there is increasing attention to using biogenic structures to protect intertidal areas from sediment starvation and can be used as guidelines for implementation under natural conditions.
dc.description.sponsorshipUtrecht University
dc.language.isoEN
dc.subjectThere is a growing consensus towards the use of biogenic/soft material instead of non-biogenic/hard material in coastal defense schemes to protect tidal flats and salt marshes from eroding. This is because hard coastal defence structures generate disadvantageous effects (e.g., scouring). There is, however, limited knowledge about wave reflection and wave attenuation potential of these soft biogenic structures. This was tested for four different materials: stones, oystes, mussels and willow wood.
dc.titleComparing wave transformation of a hard, impermeable structure with various biogenic, permeable structures
dc.type.contentMaster Thesis
dc.rights.accessrightsOpen Access
dc.subject.keywordsNature based solutions; coastal engineering; coastal defense; waves; wave transformation; flume study; flume
dc.subject.courseuuMarine Sciences
dc.thesis.id8777


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