Chapter
Apr 26, 2012
New Wave Parameter for Coastal Structure Design
Publication: Coastal Structures 2003
Abstract
A new parameter representing the maximum depth-integrated wave momentum flux occurring in a wave is proposed for characterizing wave processes at coastal structures. This parameter is a physically relevant descriptor of wave forcing; and having units of force, it is useful for developing meaningful physical formulations between the waves and the process occurring at the structure. This paper overviews the development of the wave momentum flux parameter, and it presents an empirical formula was estimating the parameter for nonlinear steady waves of permanent form. New formulas for irregular wave runup on plane, impermeable slopes are given in terms of the wave momentum flux parameter as an example application.
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© 2004 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Steven A. Hughes
Research Hydraulic Engineer, US Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, Mississippi 39180-6199
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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.
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