A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

Benoit Camenen; Magnus Larson

doi:10.1142/9789812709554_0207

A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

Benoit Camenen, Magnus Larson

Division of Water Resources Engineering

Research output: Chapter in Book/Report/Conference proceeding › Paper in conference proceeding › peer-review

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

Original language	English
Title of host publication	Proceedings 30th International Coastal Engineering Conference, World Scientific
Publisher	World Scientific Publishing
Pages	2454-2466
ISBN (Print)	9789812706362
DOIs	https://doi.org/10.1142/9789812709554_0207
Publication status	Published - 2006
Event	International Coastal on Engineering Conference, 2006 - San Diego, California, United States Duration: 2006 Sept 3 → 2006 Sept 8 Conference number: 30

Conference

Conference	International Coastal on Engineering Conference, 2006
Country/Territory	United States
City	San Diego, California
Period	2006/09/03 → 2006/09/08

Subject classification (UKÄ)

Water Engineering

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10.1142/9789812709554_0207

Cite this

@inproceedings{61ee1f593c8e4c6eaa4cf00908ec25f4,

title = "A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS",

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 = "Benoit Camenen and Magnus Larson",

year = "2006",

doi = "10.1142/9789812709554\_0207",

language = "English",

isbn = "9789812706362",

pages = "2454--2466",

booktitle = "Proceedings 30th International Coastal Engineering Conference, World Scientific",

publisher = "World Scientific Publishing",

address = "Singapore",

note = "International Coastal on Engineering Conference, 2006 ; Conference date: 03-09-2006 Through 08-09-2006",

}

TY - GEN

T1 - A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

AU - Camenen, Benoit

AU - Larson, Magnus

N1 - Conference code: 30

PY - 2006

Y1 - 2006

N2 - 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

AB - 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

UR - https://www.scopus.com/pages/publications/84873023993

U2 - 10.1142/9789812709554_0207

DO - 10.1142/9789812709554_0207

M3 - Paper in conference proceeding

SN - 9789812706362

SP - 2454

EP - 2466

BT - Proceedings 30th International Coastal Engineering Conference, World Scientific

PB - World Scientific Publishing

T2 - International Coastal on Engineering Conference, 2006

Y2 - 3 September 2006 through 8 September 2006

ER -

A SUSPENDED-LOAD FORMULA OVER RIPPLED BEDS

Abstract

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