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Apr 26, 2012

Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves and Currents

Publication: Coastal Sediments '07

Abstract

A new practical model for net sand transport induced by non-breaking waves and currents is being developed within the SANTOSS research project. Phase I of model development is reported here. In comparison with existing models, the main improvement is the description of the wave-related transport. More specifically, phase lag effects in the sheet-flow and ripple regime — which potentially have a large effect on the net transport — are accounted for in a parameterized way. The santoss model is calibrated against a large set of data from oscillatory flow tunnel experiments covering a wide range of flow and sand conditions. The new model is seen to perform better than existing practical transport models, and is applicable to a larger range of conditions.

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Go to Coastal Sediments '07
Coastal Sediments '07
Pages: 42 - 55

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Published online: Apr 26, 2012

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Jebbe J. van der Werf [email protected]
Water Engineering and Management, University of Twente, P.O. Box 217, 7500 AE Enschede, The Netherlands. E-mail: [email protected]
Jan S. Ribberink [email protected]
Water Engineering and Management, University of Twente, P.O. Box 217, 7500 AE Enschede, The Netherlands. E-mail: [email protected]
Tom O'Donoghue T.O'[email protected]
University of Aberdeen, Department of Engineering, King's College, Aberdeen, AB24 3UE, Scotland. E-mail: T.O'[email protected]

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