Wave Transformation during Extratropical Storm
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 123, Issue 5
Abstract
Wave observations made during an October 1990 storm on the North Carolina coast are used to investigate the evolution of wind waves as they propagate from about 48 m to 8.5 m of water. The observations include height, period, and direction as well as frequency and directional spectra. The wave measurements are separated by 90 km with simple bathymetry. During the active wind-sea growth (winds of 25 m/s), spatial and temporal changes in the wave field indicate that a quasi-steady-state assumption is no longer valid. Later, the wave field becomes a mixture of two wave systems: swell out of the northeast and a wind-sea system from the northwest. It is concluded that even for a relatively simple storm, evaluation of the physical mechanisms and prediction require a time-dependent numerical model.
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References
1.
Cardone, V. J., Graber, H. C., Jensen, R. E., Hasselmann, S., and Caruso, M. J. (1995). “In search of the true surface wind field in SWADE IOP-1: ocean wave modelling perspective.”Global Atmosphere and Oc. System, 3(2–3), 107–150.
2.
Caruso, M. J., Graber, H. C., Jensen, R. E., and Donelan, M. A. (1993). “Observations and modelling of winds and waves during the surface wave dynamics experiment, Report 1: intensive observation period IOP-1: 20–31 October 1990.”Tech. Rep. CERC-93-6, U.S. Army Engr., Wtrwy. Experiment Station, Vicksburg, Miss.
3.
Hasselmann, K., et al. (1973). “Measurements of wind-wave growth and swell decay during the Joint North Sea Wave Project (JONSWAP).”Deutsche Hydrograph, Zeit., Erganzung-self Reihe, A 8(12).
4.
Hubertz J. A. (1992). “User's guide to the wave information studies (WIS) wave model, version 2.0.”WIS Rep. 27, U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, Miss.
5.
Long, C. E., and Oltman-Shay, J. M. (1991). “Directional characteristics of waves in shallow water.”Tech. Rep. CERC-91-1, U.S. Army Engr. Wtrwy. Experiment Station, Vicksburg, Miss.
6.
Steele, K. E., Teng, C. C., and Wang, D. W. C.(1992). “Wave direction measurements using pitch-roll buoys.”Ocean Engrg., 19(4), 349–375.
7.
WAMDI Group.(1988). “The WAM model—a third generation ocean wave prediction model.”J. Phys. Oceanography, 18, 1775–1810.
8.
Weller, R. A., Donelan, M. A., Brisco, M. G., and Huang, N. E.(1991). “Riding the crest: a tale of two wave experiments.”AMS Bull., 72(2), 163–183.
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Copyright © 1997 American Society of Civil Engineers.
History
Published online: Sep 1, 1997
Published in print: Sep 1997
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