Chapter
Apr 26, 2012
Breaking in a Spectral Wave Model
Publication: Ocean Wave Measurement and Analysis (2001)
Abstract
Spectral wave breaking parameterizations are evaluated using 15 days of field measurements from the Duck94 study at the FRF. Measurements include 14 pressure gauges from 8-m depth to the shoreline and 120 wave events (wave heights of 0.5 to 4 m and periods of 4 to 16 s). The Battjes and Janssen model applied with a full Rayleigh distribution to calculate the percentage of wave breaking gave the smallest errors. Bore-type models like Battjes and Janssen degrade significantly as grid spacing increases (resolution greater than 15 m for the FRF comparisons). For applications with coarser resolution, a limit must be placed on dissipation or a simpler breaker model should be applied. Use of spectral transformation models in the surf zone can reduce RMS error by more than a factor of three compared to a monochromatic model defining breaker height as 0.78 times depth. Including the Battjes and Janssen breaking relationship in a monochromatic model reduces error by a factor of two. Spectral breaking models accurately represent wave height in the surf zone, but do not reproduce changes in spectral shape for multi-peaked incident spectra.
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© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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M.ASCE
Engineer, Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199. E-mail: [email protected]
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.