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dc.contributor.authorAkgül, Mehmet Adil
dc.contributor.authorYılmazer, Didem
dc.contributor.authorOğuz, Elif
dc.contributor.authorKabdaşlı, Mehmet Sedat
dc.contributor.authorYağcı, Oral
dc.date.accessioned2022-05-11T14:26:37Z
dc.date.available2022-05-11T14:26:37Z
dc.date.issued2013
dc.identifier.issn0749-0208
dc.identifier.issn1551-5036
dc.identifier.urihttps://doi.org/10.2112/SI65-026.1
dc.identifier.urihttps://hdl.handle.net/20.500.11776/6515
dc.description12th International Coastal Symposium (ICS) -- APR 09-12, 2013 -- Plymouth Univ, Sch Marine Sci & Engn, Coastal Proc Res Grp, Plymouth, ENGLANDen_US
dc.description.abstractCoastal vegetation acts as a natural barrier at many coastal zones, protecting the landside against wave effects and coastal erosion. It is known that coastal vegetation affects wave properties, and studies regarding this topic have been made in a wide variety, mostly focusing on wave attenuation. In this study, laboratory experiments have been conducted in a wave basin to inspect the effect of an emergent vegetation on wave attenuation, wave transformation and wave kinematics. A blank area is present along the reed field, which enables energy transformation during wave propagation. Three different regular waves have been sent to a natural reed field, and wave heights and kinematics have been measured around the structure. The results indicate that crest-parallel energy transmission takes place as the waves propagate along the reed field, which is boosted at the end of the reed, and the transmission becomes faster on waves with higher wave steepness. Measured water particle velocities have been evaluated to obtain the steady-cyclic and fluctuation components, by which, turbulence intensities in front and at the wake of the reed field have been evaluated. The results indicate that turbulence intensity increases at the mid-depth at the wake of the structure, becoming higher with increasing wave steepness. Thus, one may conclude that energy dissipation takes further place after the end of the reed field due to turbulence.en_US
dc.language.isoengen_US
dc.publisherCoastal Education & Research Foundationen_US
dc.identifier.doi10.2112/SI65-026.1
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectCoastal vegetationen_US
dc.subjectwave attenuationen_US
dc.subjectwave kinematicsen_US
dc.subjectturbulence intensityen_US
dc.subjectResistanceen_US
dc.titleThe effect of an emergent vegetation (i.e. Phragmistes Australis) on wave attenuation and wave kinematicsen_US
dc.typeproceedingPaperen_US
dc.relation.ispartofJournal of Coastal Researchen_US
dc.departmentFakülteler, Çorlu Mühendislik Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authorid0000-0003-0663-2378
dc.authorid0000-0003-3574-9436
dc.authorid0000-0003-2664-9441
dc.authorid0000-0002-2419-7712
dc.identifier.startpage147en_US
dc.identifier.endpage152en_US
dc.institutionauthorYılmazer, Didem
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.authorscopusid55909674900
dc.authorscopusid55850389700
dc.authorscopusid36984250700
dc.authorscopusid6507099357
dc.authorscopusid8984584000
dc.authorwosidKabdaşlı, Mehmet Sedat/ABD-4487-2020
dc.authorwosidYagci, Oral/A-5609-2018
dc.authorwosidOguz, Elif/ABA-2278-2020
dc.identifier.wosWOS:000337995500027en_US
dc.identifier.scopus2-s2.0-84883757101en_US


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