Predicting net cross-shore total load transport: A phase-averaging, quasi-steady approach incorporating undertow contribution

Author:

Wang Yu-hai

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Ocean Engineering,Renewable Energy, Sustainability and the Environment,Oceanography

Reference52 articles.

1. Aagaard, T., Black, K. P. and Greenwood, B., 2002. Cross-shore suspended sediment transport in the surf zone: A field-based parameterization, Mar. Geol., 185(3–4): 283–302.

2. Aagaard, T., Greenwood, B. and Larsen, S. M., 2013. Total cross-shore sediment transport under shoaling waves on a steep beach, Proceedings of Coastal Dynamics 2013, Arcachon, France, 39–50.

3. Abreu, T., Sancho, F. and Silva, P. A., 2012. Influence of non-linear waves and undertow in sandbar development, Proc. 33rd Int. Conf. on Coastal Eng., Santander, Spain.

4. Bijker, E. W., Kalkwijk, J. P. Th. and Pieters, T., 1974. Mass transport in gravity waves on a sloping bottom, Proc. 14th Int. Conf. on Coastal Eng., Copenhagen, Denmark, 447–465.

5. Cox, D. T. and Kobayashi, N., 1997. Kinematic undertow model with logarithmic boundary layer, J. Waterw. Port Coast. Ocean Eng., ASCE, 123(6): 354–360.

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