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

Jebbe J van der Werf; Jan S. Ribberink; Thomas O'Donoghue

doi:10.1061/40926(239)4

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

Jebbe J van der Werf, Jan S. Ribberink, Thomas O'Donoghue

Engineering

Research output: Chapter in Book/Report/Conference proceeding › Published conference contribution

2 Citations (Scopus)

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.

Original language	English
Title of host publication	PROCEEDINGS Coastal Sediments '07
Subtitle of host publication	Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007
Editors	Nicholas C Kraus, Julie Dean Rosati
Publisher	American Society of Civil Engineers
Pages	42-55
Number of pages	14
ISBN (Print)	978-0-7844-0926-8
DOIs	https://doi.org/10.1061/40926(239)4
Publication status	Published - 2007

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10.1061/40926(239)4

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van der Werf, J. J., Ribberink, J. S., & O'Donoghue, T. (2007). Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves Currents. In N. C. Kraus, & J. D. Rosati (Eds.), PROCEEDINGS Coastal Sediments '07: Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007 (pp. 42-55). American Society of Civil Engineers. https://doi.org/10.1061/40926(239)4

Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves Currents. / van der Werf, Jebbe J; Ribberink, Jan S.; O'Donoghue, Thomas.
PROCEEDINGS Coastal Sediments '07: Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007. ed. / Nicholas C Kraus; Julie Dean Rosati. American Society of Civil Engineers, 2007. p. 42-55.

Research output: Chapter in Book/Report/Conference proceeding › Published conference contribution

van der Werf, JJ, Ribberink, JS & O'Donoghue, T 2007, Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves Currents. in NC Kraus & JD Rosati (eds), PROCEEDINGS Coastal Sediments '07: Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007. American Society of Civil Engineers, pp. 42-55. https://doi.org/10.1061/40926(239)4

van der Werf JJ, Ribberink JS, O'Donoghue T. Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves Currents. In Kraus NC, Rosati JD, editors, PROCEEDINGS Coastal Sediments '07: Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007. American Society of Civil Engineers. 2007. p. 42-55 doi: 10.1061/40926(239)4

van der Werf, Jebbe J ; Ribberink, Jan S. ; O'Donoghue, Thomas. / Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves Currents. PROCEEDINGS Coastal Sediments '07: Sixth International Symposium on Coastal Engineering and Science of Coastal Sediment Process New Orleans, Louisiana, United States May 13-17, 2007. editor / Nicholas C Kraus ; Julie Dean Rosati. American Society of Civil Engineers, 2007. pp. 42-55

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

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