On the hindered settling of silt-water mixtures

The sedimentation behavior of silt particles in the hindered settling regime has been considered. Therefore, laboratory experiments are carried in especially designed settling columns. Silt-water mixtures are prepared and allowed to settle at various initial concentrations. During the settling process, a continuous vertical concentration profile...

Sensitivity of dune erosion prediction during extreme conditions

Coastal dunes play an important role in protecting low-lying hinterland from flooding. In The Netherlands, dunes form the major part of the primary sea defence, that protects half of the population and over two-third of the economy from the sea. To design and maintain coastal dunes that properly protect the hinterland, a regular safety...

The application of a tandem dike system in Vietnam

In the low-lying coastal regions coastal defense structures are usually designed with a main function to protect the hinterland from highly vulnerable of sea flooding. Sea dikes are usually the most common and important elements which form the coastal flood defense system. Sea dikes are designed at a pre-defined circumstance and requirement. For...

Stable and unstable coastal inlet cross-sectional behaviour

A review will be presented of the theory behind stable and unstable coastal inlet cross-sectional behaviour. The theoretical findings behind stable coastal inlet cross-sectional behaviour will be reviewed, analysed and confronted with empirical findings, leading to some unresolved questions. Second, seasonal variations will be shown to induce...

Investigation of long-term hurricane activity

This paper presents a new approach of applying numerical methods to model storm processes. A storm empirical track technique is utilized to simulate the full tracks of hurricanes, starting with their initial points over the sea and ending with their landfall locations or final dissipations. The theoretical framework was first described in the...

Vung Tau – Go Cong Dam: Mathematical modelling: one size fits all ?

To resolve the flooding problems of Ho Chi Minh City, the possibilities for a large barrier downstream of the city are under study. In the final design stage a detailed 1-or 2-dimensional mathematical model is necessary to describe water levels and flow in the branches of the estuary system. The authors plea for the use of simple, first-order...