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A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

Författare

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

Publiceringsår

2006

Språk

Engelska

Sidor

2454-2466

Publikation/Tidskrift/Serie

Proceedings 30th International Coastal Engineering Conference, World Scientific

Dokumenttyp

Konferensbidrag

Förlag

World Scientific Publishing

Ämne

  • 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/Övrigt

  • ISBN: 9789812706362