Statistical Analyses of Wave Height and Wind Velocity Distributions for the Sea of Marmara

Year 2018, Volume: 5 Issue: 1, 76 - 83, 04.04.2018

Tarkan Erdik , Serdar Beji

https://doi.org/10.30897/ijegeo.358450

Cited By: 4

Abstract

The
Sea of Marmara, a relatively small basin located between the Black Sea and the
Aegean Sea with narrow seaways of the Bosphorus and the Dardanelles, has vital
importance in coastal and ocean engineering activities due to substantial
industrial development surrounding it and related sea traffic. Despite this
importance, measurements concerning coastal engineering applications, in
particular the wave climate, are quite scarce. Lack of essential data impairs
the reliability of engineering works such as breakwaters and coastal protection
structure designs. For a period of approximately one year between February 2013 and January 2014 Turkish Petroleum International Company
(TPIC) carried out wave and wind measurements in the Sea of Marmara. The data were
collected in 30-minute intervals throughout the one year span at the location
of 41^o04^’ N and 28^o19^’ E with 50 m
water depth. The present work analyses this rather unique data statistically
for wind, wave height and energy conditions in the Sea of Marmara.

Keywords

Marmara Sea, Wind stress, Wave height distribution

References

• Abdollahzadehmoradi, Y., Özger, M., Altunkaynak, A. (2017) Long-term Macro-scale Assessment of Wave Power of Black Sea by an Optimized Numerical Model, Iranian Journal of Science and Technology, Transactions of Civil Engineering, accepted to be published. Battjes, J. A. (1972). Long-term wave height distributions at seven stations around the British Isles. Deutsche Hydrografische Zeitschrift, 25(4), 179-189. Bidlot, J-R, (2016), Ocean wave model output parameters https://software.ecmwf.int/wiki/download/attachments/19661682/wave_parameters.pdf?version=1&modificationDate=1493804133220&api=v2 Frostick, L. E., McLelland, S. J., & Mercer, T. G. (Eds.). (2011). Users guide to physical modelling and experimentation: Experience of the HYDRALAB network. CRC Press. Hofland, B., Chen, X., Altomare, C., & Oosterlo, P. (2017). Prediction formula for the spectral wave period T m-1, 0 on mildly sloping shallow foreshores. Coastal Engineering, 123, 21-28. Kamphuis, J. W. (2010). Introduction to coastal engineering and management (Vol. 30). World Scientific Publishing Co Inc. Longuett-Higgins, M. S. (1952). On the statistical distribution of the heights of sea waves. J. Mar. Research, 11(3), 245-266. Van de Walle, B. (2003). Wave run-up on rubble mound breakwaters (Doctoral dissertation, Ghent University). Van de Walle, B. (2003). Wave run-up on rubble mound breakwaters (Doctoral dissertation, Ghent University).