Article ID Journal Published Year Pages File Type
1721553 Coastal Engineering 2007 5 Pages PDF
Abstract
Various methods exist to determine the wavelength of shoaling waves. However, many are applicable to only part of the depth range, while most require tedious calculations or graphical resolutions. It is shown here that the wavelength immediately seaward of the breaker, Lb, is equal to two-thirds of the deepwater wavelength Lo for fully developed waves breaking over a nearly horizontal bottom. It is also given by Tw√[g(0.5Hb + db)] for any Ho/Lo ratio or bottom slope, where Tw is the wave period, g the acceleration due to gravity, Hb the breaker height, db the breaker depth, and Ho the deepwater wave height. This corresponds to within 4.5% with the wavelength at this depth according to cnoidal theory, for which simplified equations are presented. These relationships yield a continuous function of the wavelength Lw at any depth d, viz. Lw = {[LbTw][g(0.5Hb + d)]0.5}0.5, where d has a maximum value of Lo / 2.965. At this depth, Lw coincides with the deepwater wavelength given by the standard Airy equation gTw2 / 2π for any wave period. The wave celerity Cb just seaward of the breaker, given by Lb / Tw, is also equal to the surf bore velocity Us = √[g(0.5Hb + db)] immediately after wave breaking, thus maintaining continuity into the surf zone.
Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering
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