STORY OF A BERM TYPE REVETMENTORDU GIRESUN AIRPORTTHE FIRST SEA FILL AIRPORT OF TURKEY
No. 35 (2016), Coastal Structures
No. 35 (2016)

STORY OF A BERM TYPE REVETMENTORDU GIRESUN AIRPORTTHE FIRST SEA FILL AIRPORT OF TURKEY

Coastal Structures
https://doi.org/10.9753/icce.v35.structures.26
Published 2017-06-23
mustafa esen
Yuksel Project, Middle East Technical University
IÅŸıkhan Guler
Yuksel Proje Uluslararası A.Ş., Birlik Mah. 450. Cad No: 23 Çankaya, Ankara, 06610, Turkey
Hulya Cihan
Yuksel Proje Uluslararası A.Ş., Birlik Mah. 450. Cad No: 23 Çankaya, Ankara, 06610, Turkey
Erdinç Söğut
Yuksel Proje Uluslararası A.Ş., Birlik Mah. 450. Cad No: 23 Çankaya, Ankara, 06610, Turkey
ICCE 2016 Cover Image
PDF

Keywords

berm type breakwater
sea fill
wave overtopping

How to Cite

esen, mustafa, Guler, I., Cihan, H., & Söğut, E. (2017). STORY OF A BERM TYPE REVETMENTORDU GIRESUN AIRPORTTHE FIRST SEA FILL AIRPORT OF TURKEY. Coastal Engineering Proceedings, 1(35), structures.26. https://doi.org/10.9753/icce.v35.structures.26
ACM ACS APA ABNT Chicago Harvard IEEE MLA Turabian Vancouver

Download Citation

Endnote/Zotero/Mendeley (RIS) BibTeX

Abstract

Ordu Giresun Airport is the first airport of Turkey that is completely built on a sea fill area situated at the Black sea coast of Turkey and at equal distances to Ordu and Giresun cities. The reclamation covers 1.6 million m2 area that is surrounded with a total of 8.6 km revetment. The longest part of the revetment which is in parallel with the shoreline and at the offshore side of the reclamation area, is planned as a berm type revetment. In this sense, the preliminary cross section provided at the tender stage is checked, modifications are performed considering several criteria such as economics, performance, availability of rocks, etc. In addition to the design stages, several cross sections together with the suggested modifications are checked with laboratory tests. This paper covers the design stages where this criteria is taken into account, laboratory tests and the performance of the cross section during construction stages.
https://doi.org/10.9753/icce.v35.structures.26
PDF

References

Breakwat 3.3, 2010. The Netherlands, Deltares.

Hsu, S.A., 1981. On the correction of land-based wind measurements for oceanographic applications, Boundary-Layer Meteorology, Vol.17, 466-480.

TAW, 2002. Technical report wave run-up and wave overtopping at dikes, Technical Advisory Committee on Flood Defence, The Netherlands.

Van der Meer, J.W., 1988. Stability of cubes, tetrapods and accorpode, In: Design of breakwaters, Proc. Conf. Breakwaters '88, Eastbourne, 4-6 May, Thomas Telford, London, 71-80.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.