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A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

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Author

Summary, in English

The effects of the phase lag on the suspended load in the ripple regime were investigated for oscillatory flows and combined steady and unsteady flows. The Camenen et al. (2005) suspended load formula was modified in order to take into account both current-related and wave-related sediment transport. A particular effort was made to better predict the phase-lag effects in the ripple regime. The modification of the Camenen et al. (2005) formula significantly improves the overall agreement with data and yields a correct behavior with respect to the main governing parameters, such as the median grain size d50, the orbital wave velocity Uω, and the wave period Tω

Publishing year

2006

Language

English

Pages

2454-2466

Publication/Series

Proceedings 30th International Coastal Engineering Conference, World Scientific

Document type

Conference paper

Publisher

World Scientific Publishing

Topic

  • Water Engineering

Conference name

International Coastal on Engineering Conference, 2006

Conference date

2006-09-03 - 2006-09-08

Conference place

San Diego, California, United States

Status

Published

ISBN/ISSN/Other

  • ISBN: 9789812706362