|
|
|
Weiqiu Chen, Alberto Marconi, Marcel R. A. van Gent, Jord J. Warmink and Suzanne J. M. H. Hulscher
The average overtopping discharge is an important parameter for the design and reinforcement of dikes. Rock armour on the waterside slopes and berms of dikes is widely used to reduce the wave overtopping discharge by introducing slope roughness and dissi...
ver más
|
|
|
|
|
|
|
Marcel R.A. van Gent, Ermano de Almeida and Bas Hofland
Physical model tests were performed in a wave flume at Deltares with rock armoured slopes. A shallow foreshore was present. At deep water, the same wave conditions were used, but by applying different water levels, the wave loading on the rock armoured s...
ver más
|
|
|
|
|
|
|
Ermano de Almeida, Marcel R. A. van Gent and Bas Hofland
In order to design reliable coastal structures, for present and future scenarios, universal and precise damage assessment methods are required. This study addresses this need, and presents improved damage characterization methods for coastal structures w...
ver más
|
|
|
|
|
|
|
Ivo M. Van der Werf and Marcel R.A. Van Gent
Most guidelines on wave overtopping over coastal structures are based on conditions with waves from one direction only. Here, wave basin tests with oblique wave attack are presented where waves from one direction are combined with waves from another dire...
ver más
|
|
|
|