Observations and modeling of alongshore variability in dune erosion at Egmond aan Zee, the Netherlands

Publication date

2015-05

Authors

de Winter, RenskeISNI 0000000419521164
Gongriep, F.
Ruessink, GerbenORCID 0000-0001-9526-6087ISNI 0000000117053107

Editors

Advisors

Supervisors

Document Type

Article
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License

taverne

Abstract

Dunes can erode within a few hours when exposed to high storm surge levels and large waves. If the dunes are the primary defense, such as in the Netherlands, this could result in flooding of the hinterland when dunes breach. Models are often used to analyze how dunes will respond to extreme conditions, but they can also be applied to study milder events, and with that gain more insight in the processes of dune erosion. There is, however, growing demand for validating existing models under field conditions. Here, we calibrate the XBeach dune erosion model with pre- and post-storm topography measurements of the dune-erosion event in January 2012 at Egmond aan Zee, The Netherlands. Furthermore, hydrodynamical data of the intertidal zone along a cross-shore transect in the same area collected 3 months prior to the storm event are used to hydrodynamically calibrate and validate XBeach. During the January 2012 storm the dune erosion was variable alongshore, from the erosion of embryo dunes, the forming of a dune scarp to considerable slumping of the entire dune face. This caused the erosion volume V to range from 5 to 40 m3/m. The calibrated model reproduces the alongshore variability in V with reasonable accuracy. Additional simulations show that the alongshore variation in V is due to variability on the initial dune topography (primarily steepness), and that variability in beach and nearshore bathymetry was of secondary importance.

Keywords

Dune erosion, XBeach, Alongshore variation, Observations, Modeling, Taverne

Citation

de Winter, R, Gongriep, F & Ruessink, G 2015, 'Observations and modeling of alongshore variability in dune erosion at Egmond aan Zee, the Netherlands', Coastal Engineering, vol. 99, pp. 167-175. https://doi.org/10.1016/j.coastaleng.2015.02.005