On the joint distribution of wave periods and amplitudes in a random wave field

Author:

Abstract

A theoretical probability density is derived for the joint distribution of wave periods and amplitudes which has the following properties: (1) the distribution is asymmetric, in accordance with observation; (2) it depends only on three lowest moments m 0 , m 1 , m 2 of the spectral density function. It is therefore independent of the fourth moment m 4 , which previously was used to define the spectral width (Cavanié et al . 1976). In the present model the width is defined by the lower-order parameter v = ( m 0 m 2 / m 2 1 - 1) ½ . The distribution agrees quite well with wave data taken in the North Atlantic (Chakrabarti & Cooley 1977) and with other data from the Sea of Japan (Goda 1978). Among the features predicted is that the total distri­bution of wave heights is slightly non-Rayleigh, and that the interquartile range of the conditional wave period distribution tends to zero as the wave amplitude diminishes. The analytic expressions are simpler than those derived previously, and may be useful in handling real statistical data.

Publisher

The Royal Society

Subject

Pharmacology (medical)

Reference13 articles.

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2. B retschneider C. L. 1959 W ave v a ria b ility a n d w ave spectra for w ind-generated g rav ity waves. U.S. Beach Erosion Board tech. Memo. 118 W ashington D.C.

3. Cavanie A. A rhan M. & E z ra ty R . 1976 A sta tistical relationship betw een individual heights an d periods of sto rm w aves. In Proc. Conf. on Behaviour of Offshore Structures Trondheim pp. 354-360. T rondheim N orw ay: N orw egian In st of Tech.

4. S tatistical d istrib u tio n of periods and heights of ocean w aves. J . geophys;C;Res.,1977

5. T he observed jo in t d istrib u tio n of periods an d heights of sea waves. In Proc. 16th;G;Int.Conf. on Coastal Eng., Sydney, A ustralia,1978

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