The present report contains the results of a study of the stability and overtopping of the most exposed section of the breakwater protecting a new port at Puerto de la Cruz, Tenerife.</p
This report deals with a three-dimensional model test study of the extension of the breakwater in Su...
Wave breaking / run-up / overtopping and their impact on the stability of rubble-mound breakwaters (...
This paper discusses two 3D physical hydraulic model studies conducted in support of the design for ...
The report contains a 3-dimensional model test study of the round head and outer part of the breakwa...
This report deals with a two-dimensional model test study of the new breakwater at Porto de Dande, A...
The present report contains the results of main armour stability and toe stability tests for the Los...
A new deepwater port development at Punta Langosteira near La Coruña is under design. Shelter is pro...
The present report presents results from a three-dimensional model test study carried out at Aalborg...
For the planned expansion of the port of Barcelona, the existing breakwater needs to be extended wit...
This report deals with a two-dimensional model test study of the extension of the breakwater in Suap...
This report present the results of 2-D physical model tests (length scale 1:42.5) carried out in a w...
This report deals with a two-dimensional model test study of the new breakwater for the Dubai Port t...
"A two-dimensional hydraulic model study at a geometric scale of 1:42.2 was conducted to support the...
This report present the results of 2D physical model tests (length scale 1:50) carried out in a wav...
The Port of La Coruna, Spain is to be expanded by a new port at Punta Langosteria. The Port Authorit...
This report deals with a three-dimensional model test study of the extension of the breakwater in Su...
Wave breaking / run-up / overtopping and their impact on the stability of rubble-mound breakwaters (...
This paper discusses two 3D physical hydraulic model studies conducted in support of the design for ...
The report contains a 3-dimensional model test study of the round head and outer part of the breakwa...
This report deals with a two-dimensional model test study of the new breakwater at Porto de Dande, A...
The present report contains the results of main armour stability and toe stability tests for the Los...
A new deepwater port development at Punta Langosteira near La Coruña is under design. Shelter is pro...
The present report presents results from a three-dimensional model test study carried out at Aalborg...
For the planned expansion of the port of Barcelona, the existing breakwater needs to be extended wit...
This report deals with a two-dimensional model test study of the extension of the breakwater in Suap...
This report present the results of 2-D physical model tests (length scale 1:42.5) carried out in a w...
This report deals with a two-dimensional model test study of the new breakwater for the Dubai Port t...
"A two-dimensional hydraulic model study at a geometric scale of 1:42.2 was conducted to support the...
This report present the results of 2D physical model tests (length scale 1:50) carried out in a wav...
The Port of La Coruna, Spain is to be expanded by a new port at Punta Langosteria. The Port Authorit...
This report deals with a three-dimensional model test study of the extension of the breakwater in Su...
Wave breaking / run-up / overtopping and their impact on the stability of rubble-mound breakwaters (...
This paper discusses two 3D physical hydraulic model studies conducted in support of the design for ...