Chapter
Dec 31, 2015
Wave.Length, Wave Velocity and Shoaling Characteristics of Random Waves
Authors: Akira Kimura and Yuichi IwagakiAuthor Affiliations
Publication: Coastal Engineering 1978
Abstract
Fundamental properties of random waves determined by the zero-upcross method are discussed. Firstly, the wave length and the wave velocity are treated. Experiments are carried out with some supplemental definitions such as the spatial zero-up-cross method in a laboratory wave tank. Average values of K (= a ratio of measured wave length to theoretical one Le/Lth) and R (= a ratio of measured wave velocity to theoretical one Ce/Cth) are very close to unity though data are considerably scattered. But the relations between Le~Te and Ce~Te are slightly different from the theoretical ones where Te is the measured wave period. Secondaly, breaking characteristics on sloping beaches are treated. The wave height Hb, the wave length Lb and the water depth hb are measured at a breaking point. Breaking characteristics of random waves are considerably different from those of periodic waves. The measured wave height-water depth ratio Hb/hb is plotted against the water depth-wave length ratio hb/L0 about 30~40% below the breaker inception curve for periodic waves.
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© 1978 American Society of Civil Engineers.
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Published online: Dec 31, 2015
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Akira Kimura
Research Assistant
Yuichi Iwagaki
Professor of Department of Civil Engineering Faculty of Engineering, Kyoto University, Kyoto, Japan
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