ON A SEQUENTIAL BEHAVIOUR OF SEA-STATES

Proceedings of the International Conference on Coastal Engineering

A. Sanchez-Arcilla¹ 

[1] Coastal and Harbour Eng.Dept. Univ. Polite^cnica de Catalunya. Jordi Girona Salgado

关键词: sea state;    sequential behavior;    probability distributions;   

DOI  :  10.9753/icce.v19.%p

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

Probability distributions theoretically derived for gaussian, stationary processes are applied here to the sequential behaviour of sea-states. This behaviour defined by the curve of evolution of significant wave-height, Hs(t), is characterized by variables such as: intensity of storm peaks,time between beginnings of storms, average duration of calms and storms, average number of consecutive storms, expected value of the extremal storm peak, etc. The distributions obtained for these variables heve been tested with 5 years of wave data, recorded in the north coast of Spain. The agreement obtained is satisfactory in most cases, showing the validity of the approach and its applicability to situations in which only a limited amount of data is available. However, in cases where a large volume of data exists, empirically selected distributions could provide a marginally better fit.

【 授权许可】

Unknown