Abstract
In this study, we develop an algorithm to predict long-period big waves in the east coast of Korea using the directional wave gauge which is installed near Sokcho. Using the numerical wave model SWAN (Booij et al., 1999), we estimate wave data in open sea from the wave data observed through the directional wave gauge. Then, using the wave ray method (Munk and Arthur, 1952; Wilson, 1966) with the open-sea wave data as offshore boundary conditions, we predict the travel time of long-period long waves from the measurement site to several target points in the east coast of Korea. And, we predict significant wave height and peak wave direction at the target point using SWAN which simulates wave propagation in a domain including the point. We verify the prediction methods with the SWAN and wave ray method by comparing predicted wave data against 4 measured data of long-period big waves. The wave data were observed from October 2012 to April 2013 at the observation site of Whangdolcho which is located 200km southward from Sokcho. The prediction method can be improved using more measurement sites which will be installed in the future.References
Booij, N., Ris, R.C., and Holthuijsen, L.H. (1999). A third-generation wave model for coastal regions 1. Model description and validation. J. of Geophysical Research, 103(C4), 7649-7666.
Korea Hydrographic and Oceanographic Administration (2012). Construction of Real Time Wave Height and Direction Transfer and Analysis System, Report (in Korean).
Munk, W.H. and Arthur, R.S. (1952). Gravity Waves. 13. Wave Intensity along a Refracted Ray. National Bureau of Standards Circular 521, Washington D.C., 95-108.
Oh, S.-H., Jeong, W.-M., Lee, D.Y. and Kim, S.I. (2010). Analysis of the reason for occurrence of large-height swell-like waves in the east coast of Korea. J. of Korean Society of Coastal and Ocean Engineers, 22(2), 101-111 (in Korean).
Wilson, W.S. (1966). A Method for Calculating and Plotting Surface Wave Rays. U.S. Army Coastal Engineering Research Center, Tech. Memo 17.