Modeling cross-shore sandbar behavior on the timescale of weeks

Ruessink, B.G.; Kuriyama, Y.; Reniers, A.J.H.M.; Roelvink, J.A.; Walstra, D.J.R.

doi:doi:10.1029/2006JF000730

Modeling cross-shore sandbar behavior on the timescale of weeks

Title

Modeling cross-shore sandbar behavior on the timescale of weeks

Author

Ruessink, B.G.
Kuriyama, Y.
Reniers, A.J.H.M.
Roelvink, J.A.
Walstra, D.J.R.

Faculty

Civil Engineering and Geosciences

Department

Hydraulic Engineering

Date

2007-08-02

Abstract

We compare predictions of a coupled, wave-averaged, cross-shore waves-currents-bathymetric evolution model to observations of onshore and offshore nearshore sandbar migration. The observations span a 10- and 44-day period with onshore/offshore bar migration at Duck, North Carolina, and at Hasaki, Kashima Coast, Japan, respectively, a 3.5-month period of onshore bar migration at Duck, and a 22-day period of offshore bar migration at Egmond, Netherlands. With best fit parameter values the modeled temporal evolution of the cross-shore bed profiles agrees well with the observations. Model skill, defined as 1 minus the ratio of prediction to no-change error variances, ranges from 0.50 at Egmond to 0.88 for the prolonged onshore bar migration at Duck. Localized (in time and space) reductions in model skill coincide with alongshore variations in the observed morphology. Consistent with earlier observations, simulated offshore bar migration takes place during storms when large waves break on the bar and is due to the feedback between waves, undertow, suspended sediment transport, and the sandbar. Simulated onshore bar migration is predicted for energetic, weakly to nonbreaking conditions and is due to the feedback between near-bed wave skewness, bedload transport, and the sandbar, with negligible to small effects of bound infragravity waves and near-bed streaming. Under small waves and conditions, when breaking and nonbreaking conditions alternate with the tide, the sandbar is predicted to remain stationary. The intersite differences in the optimum parameter values are, at least partly, induced by insensitivity to parameter variations, parameter interdependence, and errors in the offshore wave forcing.

Subject

nearshore
sandbars
numerical modeling

To reference this document use:

http://resolver.tudelft.nl/uuid:02700f6f-29b6-42e5-98c7-647809586fe5

DOI

https://doi.org/10.1029/2006JF000730

Publisher

American Geophysical Union

ISSN

0148-0227

Source

http://europa.agu.org/?view=article&uri=/journals/jf/jf0703/2006JF000730/2006JF000730.xml