dc.rights.license | CC-BY-NC-ND | |
dc.contributor.advisor | Bouma, Tjeerd | |
dc.contributor.author | Tervoort, Jan | |
dc.date.accessioned | 2023-01-01T02:01:26Z | |
dc.date.available | 2023-01-01T02:01:26Z | |
dc.date.issued | 2023 | |
dc.identifier.uri | https://studenttheses.uu.nl/handle/20.500.12932/43390 | |
dc.description.abstract | Intertidal 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.sponsorship | Utrecht University | |
dc.language.iso | EN | |
dc.subject | There 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.title | Comparing wave transformation of a hard, impermeable structure with various biogenic, permeable structures | |
dc.type.content | Master Thesis | |
dc.rights.accessrights | Open Access | |
dc.subject.keywords | Nature based solutions; coastal engineering; coastal defense; waves; wave transformation; flume study; flume | |
dc.subject.courseuu | Marine Sciences | |
dc.thesis.id | 8777 | |