Wave driven alongshore sediment transport and stability of the Dutch coastline

被引:33
作者
Falqués, A [1 ]
机构
[1] Tech Univ Catalonia, Dept Appl Phys, Catalonia, Spain
[2] Univ Utrecht, IMAU, NL-3508 TC Utrecht, Netherlands
关键词
Dutch coast; alongshore sediment transport; shoreline sand waves; coastline instabilities; coastline diffusivity; high angle waves;
D O I
10.1016/j.coastaleng.2005.10.012
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The wave-driven alongshore sediment transport is commonly supposed to smooth out the irregularities on the coastline. However, it has been shown that waves approaching the coast with a high angle with respect the shore-normal can reverse that tendency and cause the rectilinear coast to be unstable [Ashton, A., Murray, A.B., Arnault, O., 2001. Formation of coastline features by large-scale instabilities induced by high-angle waves, Nature 414, 296-300. Falques, A., Calvete, D. Large scale dynamics of sandy coastlines. Diffusivity and instability, J. Geophys. Res., 110, 2005, doi: 10. 1029/2004JC002587]. The extended one-line coastline model presented in the latter paper is here applied to investigate the stability of the Dutch coast. The main aim is testing the hypothesis that the shoreline sand waves observed along this coast could be generated by such all instability. It is found that the Dutch coast has potential for instability. This is most prominent oil the Holland coast, followed by the Delta coast and is very weak on the Wadden coast. Whether the instability actually occurs or not depends on the cross-shore bathymetric profile of the shoreline waves. Under the sensible assumption that the bathymetric perturbation is just a shift of the equilibrium beach profile, the Dutch coast is stable. In this case, the mean annual coastline diffusivity is evaluated and it is found to be typically about 0.010-0.015 m(2) s(-1), that is, roughly smaller by a factor 2 than that predicted by the traditional one-line model. However, the Dutch coast may be unstable with respect to coastline waves with a maximum bathymetric signal at a few hundred meters from the coast. This is shown in one case where the shoals associated with the sand wave are inside the surf zone during moderate storm waves. Thus the sand waves could result from the cross-shore redistribution of the sand associated with an alongshore series of shoals and bed depressions generated by the alongshore transport in the surf zone. While the generation or not of such shoreline waves by this instability strongly depends on their profile, its propagation once they have been created is less sensitive and is well reproduced by the present model. It is explained why the propagation is to the NE along the Delta and Wadden coasts, why it is faster on the latter and why on the Holland coast there is no clear propagation direction. (C) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:243 / 254
页数:12
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