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dc.contributor.authorGedik, Nuray
dc.contributor.authorİrtem, Emel
dc.contributor.authorKabdaşlı, M. Sedat
dc.date.accessioned2019-10-16T11:51:13Z
dc.date.available2019-10-16T11:51:13Z
dc.date.issued2011en_US
dc.identifier.issn0749-0208
dc.identifier.urihttps://hdl.handle.net/20.500.12462/7236
dc.descriptionGedik, Nuray (Balikesir Author)en_US
dc.description.abstractGedik, N., Irtem, E. and Kabdasli, M.S., 2011. A study of tsunami reflection on not-armoured and armoured beach. Journal of Coastal Research, SI 64 (PROCEEDINGS of the 11th International Coastal Symposium), 506 - 510. Szczecin, Poland, ISSN 0749-0208 An experimental study has been carried out to investigate the tsunami reflection on not armoured and armoured beaches. The experiments were conducted in the glass-walled wave channel of 22.5 m length, 1.00 m width, and 0.50 m depth. First, natural beach material with a diameter of 0.35 mm and specific gravity of 2.63 was placed on 1/5 slope. Incident and reflecting wave heights were measured and the tsunami reflection coefficient (H-r/H-i) was calculated. Then, natural gravel and natural aggregate on diameters of 10 mm and 13.8 mm were placed the natural beach material throughout the slope, separately and each 5 cm thick, incident and reflecting wave heights were measured again, and reflection coefficients for these cases were calculated. These experiments, conducted with 1/5 slope, were repeated with 1 /2.5 and 1/6.5 slopes. In all slopes, armoured and not armoured surfaces, reflection coefficient decreases when dimensionless run-up height and dimensionless wave height increase. When slope increases, reflection coefficient increases too and when the diameter of armour unit increases, reflection coefficient decreases. After evaluation of the experimental results, the parameters that affect the tsunami reflection coefficient were determined. These parameters were written as a dimensionless group using Buckingham's Pi theorem. The regression analysis is carried out and empirical relationship is proposed. All experiments were repeated slope 1:3.5 for verification of the proposed relationship, and the results from this relationship and experimental results have been compared, and it was shown a good agreement between the results.en_US
dc.language.isoengen_US
dc.publisherCoastal Education & Research Foundationen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectReflection Coefficienten_US
dc.subjectTsunami Run-Up Heighten_US
dc.subjectAmour Unit Diameteren_US
dc.titleA study of tsunami reflection on not-armoured and armoured beachen_US
dc.typearticleen_US
dc.relation.journalJournal of Coastal Researchen_US
dc.contributor.departmentMühendislik Mimarlık Fakültesien_US
dc.identifier.startpage506en_US
dc.identifier.endpage510en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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