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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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Go to Coastal Engineering 2000
Coastal Engineering 2000
Pages: 1383 - 1397

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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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