A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS
(2006) International Coastal on Engineering Conference, 2006 p.2454-2466- Abstract
- 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
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/750284
- author
- Camenen, Benoit LU and Larson, Magnus LU
- organization
- publishing date
- 2006
- type
- Chapter in Book/Report/Conference proceeding
- publication status
- published
- subject
- host publication
- Proceedings 30th International Coastal Engineering Conference, World Scientific
- pages
- 2454 - 2466
- publisher
- World Scientific Publishing
- conference name
- International Coastal on Engineering Conference, 2006
- conference location
- San Diego, California, United States
- conference dates
- 2006-09-03 - 2006-09-08
- external identifiers
-
- scopus:84873023993
- ISBN
- 9789812706362
- DOI
- 10.1142/9789812709554_0207
- language
- English
- LU publication?
- yes
- id
- 61ee1f59-3c8e-4c6e-aa4c-f00908ec25f4 (old id 750284)
- date added to LUP
- 2016-04-04 10:38:07
- date last changed
- 2022-01-29 20:36:57
@inproceedings{61ee1f59-3c8e-4c6e-aa4c-f00908ec25f4, abstract = {{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}}, author = {{Camenen, Benoit and Larson, Magnus}}, booktitle = {{Proceedings 30th International Coastal Engineering Conference, World Scientific}}, isbn = {{9789812706362}}, language = {{eng}}, pages = {{2454--2466}}, publisher = {{World Scientific Publishing}}, title = {{A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS}}, url = {{http://dx.doi.org/10.1142/9789812709554_0207}}, doi = {{10.1142/9789812709554_0207}}, year = {{2006}}, }