Investigation of bar parameters occurred by cross-shore sediment transport

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dc.contributor.authorDemirci, Mustafa
dc.contributor.authorAkoz, M. Sami
dc.date.accessioned2024-09-18T20:13:33Z
dc.date.available2024-09-18T20:13:33Z
dc.date.issued2013
dc.departmentHatay Mustafa Kemal Üniversitesien_US
dc.description.abstractCross-shore sediment transport is very important factor in the design of coastal structures, and the beach profile is mainly affected by a number of parameters, such as wave height and period, beach slope, and the material properties of the bed. In this study cross-shore sediment movement was investigated using a physical model and various offshore bar geometric parameters were determined by the resultant erosion profile. The experiments on cross- shore sediment transport carried out in a laboratory wave channel for initial base slopes of 1/8, 1/10 and 1/15. Using the regular waves with different deep-water wave steepness generated by a pedal-type wave generator, the geometrical of sediment transport rate and considerable characteristics of beach profiles under storm conditions and bar parameters affecting on-offshore sediment transport are investigated for the beach materials with the medium diameter of d(50)=0.25, 0.32, 0.45, 0.62 and 0.80 mm. Non-dimensional equations were obtained by using linear and non-linear regression methods through the experimental data and were compared with previously developed equations in the literature. The results have shown that the experimental data fitted well to the proposed equations with respect to the previously developed equations.en_US
dc.description.sponsorshipCukurova University Research Fund [CUMMF2004D5]en_US
dc.description.sponsorshipThis work was supported by Cukurova University Research Fund under the Project no. CUMMF2004D5, which is gratefully acknowledged.en_US
dc.identifier.doi10.3744/JNAOE.2013.5.2.277
dc.identifier.endpage286en_US
dc.identifier.issn2092-6782
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-84879587113en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.startpage277en_US
dc.identifier.urihttps://doi.org/10.3744/JNAOE.2013.5.2.277
dc.identifier.urihttps://hdl.handle.net/20.500.12483/9258
dc.identifier.volume5en_US
dc.identifier.wosWOS:000321160800008en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherSoc Naval Architects Koreaen_US
dc.relation.ispartofInternational Journal of Naval Architecture and Ocean Engineeringen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectCross-shore sediment transporten_US
dc.subjectBar parametersen_US
dc.subjectRegression analysisen_US
dc.subjectExperimental studyen_US
dc.titleInvestigation of bar parameters occurred by cross-shore sediment transporten_US
dc.typeArticleen_US

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