Sampling‐Rate Errors in Statistics of Wave Heights and Periods
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 119, Issue 2
Abstract
The usual analysis of zero up‐crossing properties in a wave record requires digitization of the record at a finite sampling rate. This process and the resulting errors are examined utilizing simple models, theoretical arguments, and simulations derived from frequency spectra of variable bandwidth. It appears that large wave heights can be determined within an error of −0.5% relative to their actual values if , where represents the sampling time interval, and the spectral mean period. When , the observed heights can be corrected for the sampling‐rate errors by way of a simple multiplicative factor dependent on . Wave‐period statistics are relatively more sensitive to finite sampling rates due to attendant aliasing. Thus, to obtain nearly error‐free results, it is generally necessary to sample a wave record at a rate much larger than twice the Nyquist frequency. Various consequences of not complying with this criterion are explored to some extent. In specific, simulations suggest that for wave records characterized by spectra that decay as toward high frequencies, some key statistics such the mean period and variance can be determined with errors of less than ±1% if .
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Forristall, G. Z. (1988). “The distribution of measured and simulated wave heights as a function of spectral shape.” J. Geophys. Res., 89(C6), 10547–10552.
2.
Goda, Y. (1978). “The observed distributions of periods and heights of sea waves.” Proc., 16th Coast. Engrg. Conf., ASCE, New York, N.Y., 1, 227–246.
3.
Goda, Y. (1985). Random seas and design of maritime structures. University of Tokyo Press, Tokyo, Japan.
4.
Huang, N. E., Long, S. R., Tung, C. C., Yuen, Y., and Bliven, L. I. (1981). “A unified two‐parameter wave spectral model for a general sea state.” J. Fluid Mech., 112, 203–224.
5.
Longuet‐Higgins, M. S. (1975). “On the joint distribution of the periods and amplitudes of sea waves.” J. Geophys. Res., 80(18), 2688–2694.
6.
Longuet‐Higgins, M. S. (1983). “On the joint distribution of the periods and amplitudes in a random wave field.” Proc. Royal Soc., London, England, A389, 141–258.
7.
Osborne, A. R. (1982). “The simulation and measurement of random ocean wave statistics.” Topics in ocean physics, A. R. Osborne and P. M. Rizzoli, eds., North Holland, Amsterdam, The Netherlands, 472–550.
8.
Srokosz, M. A., and Challenor, P. G. (1987). “Joint distributions of wave height and period: A critical comparison.” Oc. Engrg., 14(4), 295–311.
9.
Srokosz, M. A. (1988). “A note on the distribution of wave height and period during the growth phase of a storm.” Oc. Engrg., 15(4), 379–387.
10.
Tayfun, M. A. (1983). “Effects of spectrum band width on the distribution of wave heights and periods.” Oc. Engrg., 10(2), 107–118.
11.
Tayfun, M. A., and Lo, J.‐M. (1989). “Envelope, phase, and narrow‐band models of sea waves.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 115(5), 594–613.
12.
Tayfun, M. A. (1990). “Distribution of large wave heights.” J. Wtrwy., Port, Coast., and Oc. Engrg., ASCE, 116(6), 686–707.
Information & Authors
Information
Published In
Copyright
Copyright © 1993 American Society of Civil Engineers.
History
Received: Jan 31, 1992
Published online: Mar 1, 1993
Published in print: Mar 1993
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.