TECHNICAL NOTES
Nov 11, 2010

Observations of Landfalling Wave Spectra during Hurricane Ike

This article is a reply.
VIEW THE ORIGINAL ARTICLE
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 137, Issue 3

Abstract

Observations of wave properties during Hurricane Ike are presented for eight temporary gauges in mean depths of 8.7–15.8 m over a 360-km section of coastline. These gauges cover both the strong (left) and weak (right) sides of the tropical cyclone, with one gauge immediately adjacent to landfall. Maximum significant wave heights are large over the entire section of the coast and reached 5.8 m near landfall but were at some locations significantly limited by the finite depths with significant wave height-to-depth ratios nearing 0.5 at landfall. Nondirectional spectral shapes changed sharply over the course of the storm, from strongly peaked profiles before landfall to much flatter, sometimes multipeaked, spectra as the hurricane came ashore. After landfall, the spectra on Ike’s strong side reverted to the sharply peaked form, whereas the weak side spectra were broader and often had multiple peaks. No waves during the storm appeared to be in equilibrium with local winds and water depths, although heights on the strong side of the storm were close.

Get full access to this article

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

Acknowledgments

Funding supporting this work was provided by Florida Sea Grant (under grant UNSPECIFIEDR/C-S-46), NSF (under grant NSF0902264), the Florida Department of Environmental Protection, the USGS, the U.S. Army Corps of Engineers, the University of Florida, and the University of Notre Dame. Thanks to Joannes Westerink and Mark Hope for providing computed currents during Ike for the Doppler shift corrections.

References

Bunya, S., et al. (2010). “A high resolution coupled riverine flow, tide, wind, wind wave and storm surge model for southern Louisiana and Mississippi: Part I—Model development and validation.” Mon. Weather Rev., 138(2), 345–377.
Coastal Engineering Research Center (CERC). (1977). Shore protection manual, Vol. 1–3, U.S. Army Corps of Engineers (USACE), Washington, DC.
Dean, R. G., and Dalrymple, R. A. (1991). Water wave mechanics for engineers and scientists, World Scientific, Singapore.
Dietrich, J. C., et al. (2010). “A high resolution coupled riverine flow, tide, wind, wind wave and storm surge model for southern Louisiana and Mississippi: Part II—Synoptic description and analyses of Hurricanes Katrina and Rita.” Mon. Weather Rev., 138(2), 378–404.
Kennedy, A. B., et al. (2010). “Rapidly installed temporary gauging for waves and surge, and application to Hurricane Gustav.” Cont. Shelf Res., 30, 1743–1752.
Kennedy, A. B., et al. (2011). “Building destruction from waves and surge on the Bolivar Peninsula during Hurricane Ike.” J. Waterway, Port, Coastal, Ocean Eng., 137(3), 132–141.
Powell, M. D., Houston, S. H., Amat, L. R., and Morriseau-Leroy, N. (1998). “The HRD real-time hurricane wind analysis system.” J. Wind Eng. Ind. Aerodyn., 77–78, 53–64.
Powell, M. D., Houston, S. H., and Reinhold, T. A. (1996). “Hurricane Andrew’s landfall in south Florida. Part I: Standardizing measurements for documentation of surface wind fields.” Weather and Forecasting, 11(3), 304–328.
Thornton, E. B., and Guza, R. T. (1983). “Transformation of wave height distribution.” J. Geophys. Res. Oceans, 88(C10), 5925–5938.
Travis, J. (2005). “Scientists’ fears come true as hurricane floods New Orleans.” Science, 309(5741), 1656–1659.
Walsh, E. J., et al. (2002). “Hurricane directional wave spectrum variation at landfall.” J. Phys. Oceanogr., 32, 1667–1684.
Wright, C. W., Walsh, E. J., Vandemark, D., and Karbill, W. B. (2001). “Hurricane directional wave spectrum spatial variation in the open ocean.” J. Phys. Oceanogr., 31, 2472–2488.
Young, I. R. (1998). “Observations of the spectra of hurricane generated waves.” Ocean Eng., 25(4–5), 261–276.
Young, I. R., and Verhagen, L. A. (1996). “The growth of fetch limited waves in water of finite depth. Part 1. Total energy and peak frequency.” Coastal Eng., 29(1–2), 47–78.

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 3May 2011
Pages: 142 - 145

History

Received: Jan 23, 2010
Accepted: Nov 5, 2010
Published online: Nov 11, 2010
Published in print: May 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Andrew B. Kennedy, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering and Geological Sciences, Univ. of Notre Dame, Notre Dame, IN 46556 (corresponding author). E-mail: [email protected]
Uriah Gravois, S.M.ASCE
Graduate Student, Univ. of Florida, Gainesville, FL 32611.
Brian Zachry
Scientist, Atmospheric Science, Research and Modeling, AIR Worldwide, 131 Dartmouth St., Boston, MA 02116; formerly, Graduate Student, Texas Tech Univ., 2500 Broadway, Lubbock, TX 79409.

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