This paper analyses wave reflection from composite slopes by means of an extensive database, which includes smooth and rock (permeable and impermeable core) slopes and slopes with all kind of artificial armour units. The aim of this research was to identify the proper evaluation of the breaker parameter so that the formula the Authors already developed for straight slopes could be applied also to structures with berms, toes and in general to composite slopes. The correct evaluation of the breaker parameter is focused on a more accurate estimation of the structure slope. Based on the observation that for reflection, differently from what happens for overtopping and runup, the whole slope below m.sl. is really important, the slope to a...
Wave reflections from sea walls or breakwaters often cause difficulties in the navigation and/or moo...
A comprehensive study of the wave run-up phenomena on single and composite slopes was conducted in o...
Until now, an extensive design method for mild slopes has not been available. The aim of this thesis...
This paper analyses wave reflection from composite slopes by means of an extensive database, which ...
This paper analyses wave reflection from composite slopes by means of an extensive database, which i...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
Based on an extensive database of more than 4000 data, this paper analyses wave reflection for vario...
Based on an extensive database of more than 4000 data, this paper analyses wave reflection for vario...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
A method is presented for determining wave run-up on composite slopes from labora-tory-derived curve...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
none5This paper analyses wave reflection from permeable structures with a berm, including reshaping ...
Wave reflections from sea walls or breakwaters often cause difficulties in the navigation and/or moo...
A comprehensive study of the wave run-up phenomena on single and composite slopes was conducted in o...
Until now, an extensive design method for mild slopes has not been available. The aim of this thesis...
This paper analyses wave reflection from composite slopes by means of an extensive database, which ...
This paper analyses wave reflection from composite slopes by means of an extensive database, which i...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
This paper analyses wave reflection for various type of structures, such as smooth and rock (permeab...
Based on an extensive database of more than 4000 data, this paper analyses wave reflection for vario...
Based on an extensive database of more than 4000 data, this paper analyses wave reflection for vario...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
A method is presented for determining wave run-up on composite slopes from labora-tory-derived curve...
This paper analyses wave reflection from permeable structures with a berm, including reshaping cases...
none5This paper analyses wave reflection from permeable structures with a berm, including reshaping ...
Wave reflections from sea walls or breakwaters often cause difficulties in the navigation and/or moo...
A comprehensive study of the wave run-up phenomena on single and composite slopes was conducted in o...
Until now, an extensive design method for mild slopes has not been available. The aim of this thesis...