Probabilistic design of breakwaters in shallow hurricane-prone areas

One of the failure mechanisms of a rubble mound breakwater is the failure of its armour layer. In order to determine the stability of an armour layer, the design load has to be defined, which is in fact the wave that attacks the structure. Being a highly stochastic phenomenon, the wave action is not easily defined, while there is always some...

Applying adaptive design for the replacement of a weir in the Meuse River: a case study

The nature of the Meuse River is more than any other major river in the Netherlands formed by the presence of weirs. These were constructed almost one century ago to enable transport of coal; nowadays, the boundary conditions have changed and will continue to change in the future. The weirs reach the end of their lifetime around 2030; during...

Risk-based design of large-scale flood defence systems

Optimal design of flood defence systems in a changing climate

Developments in the management of flood defences and hydraulic infrastructure in the Netherlands

This article highlights recent developments in flood risk management in the Netherlands and presents approaches for reliability analysis and asset management for flood defences and hydraulic infrastructure. The functioning of this infrastructure is of great importance for the country as large parts of it are prone to flooding. Based on a...

Constructieve Waterbouwkunde: Deel A Algemeen

Waterbouwkundige kunstwerken: Deel A, Algemeen