[ report an error in this record ]basket (0): add | show Print this page
Reliability-based design optimization of a rubble mound breakwater in a changing climate
Galiatsatou, P.; Prinos, P. (2013). Reliability-based design optimization of a rubble mound breakwater in a changing climate, in: Klijn, F. et al. (Ed.) Proceedings of the 2nd European Conference on Flood Risk Management FLOODrisk2012, Rotterdam, the Netherlands, 19-23 November 2012: Comprehensive flood risk management: research for policy and practice. pp. 9 pp
Available in  Authors 
Document type: Conference paper
Keyword
    Marine/Coastal
Project Top | Authors 
  • Innovative coastal technologies for safer European coasts in a changing climate, more
Authors  Top 
  • Galiatsatou, P.
  • Prinos, P.
Abstract
    The study concentrates on a fictitious rubble mound breakwater used to protect the marina situated near the entrance of the port of Le Havre, in France. A maximum failure probability is assigned and the structure should meet the requirements. Different failure modes and their relation to the overall failure of the structure are represented in a fault tree. Failure of the water retaining structure happens when the water enters the protected area uncontrolled. Both Ultimate Limit States (ULS) and Serviceability Limit States (SLS) are considered under present climate conditions, as well as utilizing basic assumptions for the future marine conditions in the study area. The set of acceptable geometries for the system is defined based on the probabilistic constraint of the maximum failure probability and an economic optimization of the total lifetime costs, namely the costs of construction and failure of the structure.
All data in the Integrated Marine Information System (IMIS) is subject to the VLIZ privacy policy Top | Authors 
EU logo

THESEUS is funded by the European Commission within FP7-THEME 6 - Environment, including climate.
Grant 244104
1 December 2009 - 30 November 2013
Website developed and maintained by VLIZ

 7 logo