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dc.contributor.authorChang, HKen_US
dc.contributor.authorLin, SCen_US
dc.date.accessioned2014-12-08T15:46:57Z-
dc.date.available2014-12-08T15:46:57Z-
dc.date.issued1999-02-01en_US
dc.identifier.issn0029-8018en_US
dc.identifier.urihttp://hdl.handle.net/11536/31559-
dc.description.abstractAn explicit and concise approximation to the wavelength in which the effect of nonlinearity is involved and presented in terms of wave height, wave period, water depth and gravitational acceleration. The present approximation is in a rational form of which Fenton and Mckee's (1990, Coastal Engng 14, 499-513) approximation is reserved in the numerator and the wave steepness is involved ill the denominator. The rational form of this approximation can be converted to an alternative form of a power-series polynomial which indicates that the wavelength increases with wave height and decreases with water depth. If the determined coefficients in the present approximation are fixed, the approximating formula can provide a good agreement with the: wavelengths numerically obtained by Rienecker and Fenton's (1981, J. Fluid Mech. 104, 119-137) Fourier series method, but has large deviations when waves of small amplitude are in deep water or all waves are in shallow water, The present approximation with variable coefficients can provide excellent predictions of the wavelengths for both long and short waves even, for high waves. (C) 1998 Elsevier Science Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectexplicit approximationen_US
dc.subjectwavelengthen_US
dc.subjectnonlinear wavesen_US
dc.titleAn explicit approximation to the wavelength of nonlinear wavesen_US
dc.typeArticleen_US
dc.identifier.journalOCEAN ENGINEERINGen_US
dc.citation.volume26en_US
dc.citation.issue2en_US
dc.citation.spage147en_US
dc.citation.epage160en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000076119100004-
dc.citation.woscount1-
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