A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Risk Management in Maritime Structures
Maritime structures (breakwaters, groynes, ocean wave/wind energy converters, etc.) are exposed towave attack,which generates common emergency sit- uations with serious environmental and economic consequences. This paper presents a methodology developed at LNEC for forecasting and early warning of wave over- topping in ports/coastal areas to prevent emergency situations and support their management and the long-term planning of interventions in the study area. It is implemented in a risk management tool. The methodology uses numerical models to propagate waves from offshore to port/coastal areas to obtain the required input for overtopping assessmentmethods, such as empirical formulas and artificial neural net- works. The calculated overtopping values are compared with pre-established admis- sible values in order to define the warning levels. These admissible values are derived from general international recommendations and information from local authorities. They depend on the characteristics of the overtopped structure and of the protected area, and on the activities developed there. The warning methodology is applied to Praia da Vitória Port (Azores-Portugal) as an illustrative example. Future develop- ments include the use of complex numerical models (e.g. Navier-Stokes equations solvers; particle methods) to calculate wave overtopping and to extend the method- ology to warn of risks associated with wave energy production failure. ; 7 ; 1 ; 1179-1190pp ; DHA/NPE ; 2014 ; 25 a 27 de julho
Risk Management in Maritime Structures
Maritime structures (breakwaters, groynes, ocean wave/wind energy converters, etc.) are exposed towave attack,which generates common emergency sit- uations with serious environmental and economic consequences. This paper presents a methodology developed at LNEC for forecasting and early warning of wave over- topping in ports/coastal areas to prevent emergency situations and support their management and the long-term planning of interventions in the study area. It is implemented in a risk management tool. The methodology uses numerical models to propagate waves from offshore to port/coastal areas to obtain the required input for overtopping assessmentmethods, such as empirical formulas and artificial neural net- works. The calculated overtopping values are compared with pre-established admis- sible values in order to define the warning levels. These admissible values are derived from general international recommendations and information from local authorities. They depend on the characteristics of the overtopped structure and of the protected area, and on the activities developed there. The warning methodology is applied to Praia da Vitória Port (Azores-Portugal) as an illustrative example. Future develop- ments include the use of complex numerical models (e.g. Navier-Stokes equations solvers; particle methods) to calculate wave overtopping and to extend the method- ology to warn of risks associated with wave energy production failure. ; 7 ; 1 ; 1179-1190pp ; DHA/NPE ; 2014 ; 25 a 27 de julho
Risk Management in Maritime Structures
Reis, M. T. (author) / Poseiro, P. (author) / Fortes, C. J. E. M. (author) / Conde, J. M. (author) / Didier, E. (author) / Sabino, A. (author) / Rodrigues, A. (author)
2014-07-01
Conference paper
Electronic Resource
English
DDC:
710
Engineering Index Backfile | 1957
The durability of maritime structures
Engineering Index Backfile | 1920