Computational Aspects of Dam Risk Analysis: Findings and Challenges
Author(s) -
Ignacio EscuderBueno,
Guido Mazzà,
Adrián Morales-Torres,
Jesica T. Castillo-Rodríguez
Publication year - 2016
Publication title -
engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.376
H-Index - 45
eISSN - 2096-0026
pISSN - 2095-8099
DOI - 10.1016/j.eng.2016.03.005
Subject(s) - benchmark (surveying) , embankment dam , gravity dam , dam failure , risk analysis (engineering) , risk assessment , risk management , computer science , engineering , estimation , operations research , levee , flood myth , systems engineering , geotechnical engineering , structural engineering , geology , geography , business , finite element method , computer security , geodesy , archaeology , finance
In recent years, risk analysis techniques have proved to be a useful tool to inform dam safety management. This paper summarizes the outcomes of three themes related to dam risk analysis discussed in the Benchmark Workshops organized by the International Commission on Large Dams Technical Committee on “Computational Aspects of Analysis and Design of Dams.” In the 2011 Benchmark Workshop, estimation of the probability of failure of a gravity dam for the sliding failure mode was discussed. Next, in 2013, the discussion focused on the computational challenges of the estimation of consequences in dam risk analysis. Finally, in 2015, the probability of sliding and overtopping in an embankment was analyzed. These Benchmark Workshops have allowed a complete review of numerical aspects for dam risk analysis, showing that risk analysis methods are a very useful tool to analyze the risk of dam systems, including downstream consequence assessments and the uncertainty of structural models
Accelerating Research
Robert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom
Address
John Eccles HouseRobert Robinson Avenue,
Oxford Science Park, Oxford
OX4 4GP, United Kingdom