Şekil Değiştirebilir Basamak Tipi Dalgakıranların Performansı Üzerine Örnek Bir Uygulama, Ordu-Giresun Havaalanı, Türkiye

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2018-12-30

Author

Özyurt Tarakcıoğlu, Gülizar
Baykal, Cüneyt
Ergin, Ayşen
Güler, Işıkhan

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In this study, the stability and serviceability (wave overtopping) of hardly-reshaping berm breakwater of Ordu-Giresun International Airport and four alternative cross-sections of fully- and partly-reshaping berm breakwaters are assessed by physical model experiments. Ordu-Giresun International Airport is a public airport constructed on an approximately 1.77 km-square reclaimed land at the eastern Black Sea coast of Turkey. The reclaimed land area is protected with a 7345 m long hardly reshaping rubble mound berm breakwater at a depth of 11 m (MSL). The design high water level (HWL) corresponding to 100-yr return period is calculated as +1.12 m. The bottom slope from deep water up to 20 m water depth is around 1:50 and becomes steeper (1:20) towards the shore. The design wave characteristics at the toe of the structure (100-yr return period) is determined as Hs = 6.68m, Tm= 10.80 sec.

URI

https://hdl.handle.net/11511/32290

DOI

https://doi.org/10.9753/icce.v36.structures.40

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Graduate School of Natural and Applied Sciences, Conference / Seminar

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Citation Formats

G. Özyurt Tarakcıoğlu, C. Baykal, A. Ergin, and I. Güler, “Şekil Değiştirebilir Basamak Tipi Dalgakıranların Performansı Üzerine Örnek Bir Uygulama, Ordu-Giresun Havaalanı, Türkiye,” 2018, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/32290.