Chapter
Apr 26, 2012
Development of a New Practical Model for Sand Transport Induced by Non-Breaking Waves and Currents
Authors: Jebbe J. van der Werf [email protected], Jan S. Ribberink [email protected], and Tom O'Donoghue T.O'[email protected]Author Affiliations
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.
Get full access to this article
View all available purchase options and get full access to this chapter.
Information & Authors
Information
Published In
Copyright
© 2007 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
Permissions
Request permissions for this article.
Authors
Affiliations
Water Engineering and Management, University of Twente, P.O. Box 217, 7500 AE Enschede, The Netherlands. E-mail: [email protected]
Water Engineering and Management, University of Twente, P.O. Box 217, 7500 AE Enschede, The Netherlands. E-mail: [email protected]
University of Aberdeen, Department of Engineering, King's College, Aberdeen, AB24 3UE, Scotland. E-mail: T.O'[email protected]
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.
Cited by
View Options
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Get Access
Access content
Please select your options to get access
Log in/Register
Log in via your institution (Shibboleth)
ASCE Members:
Please log in to see member pricing
Purchase
Save for later Item saved, go to cart Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.