TECHNICAL PAPERS
Jun 10, 2010

Investigating the Multifractal Properties of Significant Wave Height Time Series Using a Wavelet-Based Approach

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137, Issue 1

Abstract

Singularities play a significant role in the characterization of time series. The temporal characteristics of fluctuating significant wave height time series are investigated in this study. The hourly time series from 24 stations located off the west coast of the United States are used for the analysis. The multifractal nature of these time series is unveiled by employing a wavelet-based method. The wavelet transform modulus maxima method is applied to obtain the multifractal spectra (singularity spectrum) of the significant wave height series. The multifractal spectra and their parameters such as peak, min and max Hölder exponents, skewness coefficients, and support lengths are calculated. The peak Hölder exponent ranged from 0.30 to 0.46 throughout the study area. Hölder exponents that are less than 0.5 indicate that the time series exhibits an antipersistent random walk. The spatial variation of parameters is depicted through kriging maps. Different spatial variation patterns can be seen from the maps. It is clear that deep offshore stations have relatively higher Hölder exponents than coastal areas. This change can be related to the wave generation mechanism, by way of physical interpretations. Since the stations located in the deep offshore can receive more swell waves than coastal zones and are open to large-scale storms, they may tend to be more persistent and have greater Hölder exponents. Also, the type of the singularities occurring in deep offshore and in the coastal zones is assessed by considering the wave generating mechanisms.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The writer gratefully acknowledges the editor, Vijay Pangchang, and three anonymous reviewers who contributed to the improvement of this paper.

References

Aminzadeh-Gohari, A., Bahai, H., and Bazargan, H. (2009). “Simulation of significant wave height by neural networks and its application to extreme wave analysis.” J. Atmos. Ocean. Technol., 26, 778–792.
Arneodo, A., Bacry, E., and Muzy, J. F. (1995). “The thermodynamics of fractals revisited with wavelets.” Physica A, 213, 232–275.
Arneodo, A., Grasseau, G., and Holschneider, M. (1988). “Wavelet transform of multifractals.” Phys. Rev. Lett., 61, 2281–2284.
Balas, C. E., Koc, L., and Balas, L. (2004). “Predictions of missing wave data by recurrent neuronets.” J. Waterway, Port, Coastal, Ocean Eng., 130(5), 256–265.
Delour, J., Muzy, J. F., and Arneodo, A. (2001). “Intermittency of 1D velocity spatial profiles in turbulence: A magnitude cumulant analysis.” Eur. Phys. J. B, 23, 243–248.
Deo, M. C., and Naidu, C. S. (1998). “Real time wave forecasting using neural networks.” Ocean Eng., 26, 191–203.
Ferreira, J. A., and Guedes Soares, C. (2000). “Modelling distributions of significant wave height.” Coastal Eng., 40(4), 361–374.
Guedes Soares, C., Ferreira, A. M., and Cunha, C. (1996). “Linear models of the time series of significant wave height on the southwest coast of Portugal.” Coastal Eng., 29(1–2), 149–167.
Kalra, R., and Deo, M. C. (2007). “Derivation of coastal wind and wave parameters from offshore measurements of Topex satellite using ANN.” Coastal Eng., 54, 187–196.
Kazeminezhad, M., Etemad-Shahidi, A., and Mousavi, J. (2005). “Application of fuzzy inference system in prediction of wave parameters.” Ocean Eng., 32(14–15), 1709–1725.
Londhe, S. N., and Panchang, V. (2006). “One-day wave forecasts based on artificial neural networks.” J. Atmos. Ocean. Technol., 23(11), 1593–1603.
Mahjoobi, J., and Mosabbeb, E. A. (2009). “Prediction of significant wave height using regressive support vector machines.” Ocean Eng., 36(5), 339–347.
Makarynskyy, O. (2004). “Improving wave predictions with artificial neural networks.” Ocean Eng., 31, 709–724.
Mallat, S. (1998). A wavelet tour in signal processing, Elsevier, New York.
McAteer, R. T. J., Young, A., Ireland, J., and Gallagher, P. T. (2007). “The bursty nature of solar flare x-ray emission.” Astrophys. J., 662, 691–700.
Muzy, J. F., Bacry, E., and Arneodo, A. (1991). “Wavelets and multifractal formalism for singular signals: Application to turbulence data.” Phys. Rev. Lett., 67, 3515–3518.
Muzy, J. F., Bacry, E., and Arneodo, A. (1993). “Multifractal formalism for fractal signals: The structure-function approach versus the wavelet-transform modulus-maxima method.” Phys. Rev. E, 47, 875–884.
Muzy, J. F., Bacry, E., and Arneodo, A. (1994). “The multifractal formalism revisited with wavelets.” Int. J. Bifurcation Chaos Appl. Sci. Eng., 4, 245–302.
Namekar, S., and Deo, M. C. (2006). “Application of artificial neural network model in estimation of wave spectra.” J. Waterway, Port, Coastal, Ocean Eng., 132(5), 415–418.
Ozger, M., Altunkaynak, A., and Sen, Z. (2004). “Statistical investigation expected wave energy and its reliability.” Energy Convers. Manage., 45(13–14), 2173–2185.
Ozger, M., and Sen, Z. (2007). “Prediction of wave parameters by using fuzzy logic approach.” Ocean Eng., 34(3–4), 460–469.
Parisi, G., and Frisch, U. (1985). “On the singularity structure of fully developed turbulence.” Turbulence and predictability in geophysical fluid dynamics, M. Ghil, R. Benzi, and G. Parisi, eds., Elsevier, New York, 84–88.
Scotto, M. G., and Guedes Soares, C. (2000). “Modelling the long-term time series of significant wave height with non-linear threshold models.” Coastal Eng., 40(4), 313–327.
Venugopal, V., Roux, S. G., Foufoula-Georgiou, E., and Arneodo, A. (2006). “Revisiting multifractality of high-resolution temporal rainfall using a wavelet-based formalism.” Water Resour. Res., 42, W06D14.
Zamani, A., Solomatine, D., Azimian, A., and Heemink, A. (2008). “Learning from data for wind–wave forecasting.” Ocean Eng., 35(10), 953–962.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137Issue 1January 2011
Pages: 34 - 42

History

Received: Jul 10, 2009
Accepted: Jun 7, 2010
Published online: Jun 10, 2010
Published in print: Jan 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Mehmet Özger [email protected]
Assistant Professor, Hydraulics Div., Faculty of Civil Engineering, Istanbul Technical Univ., Maslak 34469, Istanbul, Turkey. E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share