Bottom-slope-induced net sheet-flow sediment transport rate under sinusoidal oscillatory flows
Author:
Affiliation:
1. Department of Civil and Environmental Engineering; National University of Singapore; Singapore
2. R.M. Parsons Laboratory, Department of Civil and Environmental Engineering; Massachusetts Institute of Technology; Cambridge Massachusetts USA
Funder
the National Research Foundation (NRF), Prime Minister's Office, Singapore under its Campus for Research Excellence and Technological Enterprise (CREATE) programme
Publisher
American Geophysical Union (AGU)
Subject
Earth and Planetary Sciences (miscellaneous),Space and Planetary Science,Geochemistry and Petrology,Geophysics,Oceanography
Link
http://onlinelibrary.wiley.com/wol1/doi/10.1002/2016JC011996/fullpdf
Reference41 articles.
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2. Two-phase model for sand transport in sheet flow regime;Amoudry;J. Geophys. Res.,2008
3. Assessing sediment stress closures in two-phase sheet flow models;Amoudry;Adv. Water Resour.,2012
4. Asano , T. 1992 Proceedings of the 22nd International Conference on Coastal Engineering 22 2372 2384
5. A numerical model of the combined wave and current bottom boundary layer;Davies;J. Geophys. Res.,1988
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