Chapter
Apr 26, 2012
Parameterization of Velocity Skewness under Waves and its Effect on Cross-Shore Sediment Transport
Publication: Coastal Engineering 2000
Abstract
Skewness of the near-bed cross-shore orbital velocity plays a central part in many beach equilibrium and sediment transport models. Although Boussinesq models can be used to predict the velocity skewness of shoaling and breaking waves, these models are computationally quite intensive. Herein, a large collection of data from a number of field environments are used to derive via genetic programming an analytical expression for velocity skewness under shoaling and breaking waves. The resulting expression provides a good fit to the data.The inclusion of skewness in a sediment transport model demonstrates its importance in predicting the shoreward transport of sediment during periods of beach recovery.
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© 2001 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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John C. Doering
Civil Engineering Dept., University of Manitoba, Winnipeg, MB, R3T 5V6 Canada
Berry Elfrink
Coastal Engineering Dept., DHI Water & Environment, Agern Alle 5 DK-2970, Denmark
Daniel M. Hanes
Civil and Coastal Engineering Dept., Univ. of Florida, Gainesville, FL 32611-6590, USA
Gerben Ruessink
Physical Geography Dept., University of Utrecht, The Netherlands
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ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
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.
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.