Browsing by Author "Salazar González, Fernando"
Now showing items 1-20 of 28
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A machine learning-based surrogate model for the identification of risk zones due to off-stream reservoir failure
Silva Cancino, Nathalia; Salazar González, Fernando; Sanz Ramos, Marcos; Bladé i Castellet, Ernest (2022-08)
Article
Open AccessApproximately 70,000 Spanish off-stream reservoirs, many of them irrigation ponds, need to be evaluated in terms of their potential hazard to comply with the new national Regulation of the Hydraulic Public Domain. This ... -
A machine learning-based surrogate model for the identification of risk zones due to off-stream reservoir failure
Silva Cancino, Nathalia; Salazar González, Fernando; Sanz Ramos, Marcos; Bladé i Castellet, Ernest (International Association for Hydro-Environment Engineering and Research (IAHR), 2022)
Conference report
Restricted access - publisher's policyWith the modification of the Regulations of the Hydraulic Public Domain of Spain in 2008, approximately 70.000 owners of off-stream reservoirs are obligated to present a classification assessment on the potential risk due ... -
A review on thermo-mechanical modelling of arch dams during construction and operation: effect of the reference temperature on the stress field
Salazar González, Fernando; Vicente González, David Jesús; Irazábal González, Joaquín; Pouplana Sarda, Ignasi de; San Mauro Saiz, Javier (2020-11)
Article
Restricted access - publisher's policyDouble-curvature dams are unique structures for several reasons. Their behaviour changes significantly after joint grouting, when they turn from a set of independent cantilevers into a monolithic structure with arch effect. ... -
ACROPOLIS: a graphical user interface for classification of risk for off-stream reservoirs using machine learning
Silva Cancino, Nathalia; Salazar González, Fernando; Bladé i Castellet, Ernest (2024-05)
Article
Open AccessPotential risk identification due to off-stream reservoir failure typically requires the use of two-dimensional hydraulic models, which demands considerable effort in terms of expertise, time and financial resources. ... -
Air demand estimation in bottom outlets with the particle finite element method. Susqueda Dam case study
Salazar González, Fernando; San Mauro Saiz, Javier; Celigueta Jordana, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio (Springer, 2017-07)
Article
Open AccessDam bottom outlets play a vital role in dam operation and safety, as they allow controlling the water surface elevation below the spillway level. For partial openings, water flows under the gate lip at high velocity and ... -
An empirical comparison of machine learning techniques for dam behaviour modelling
Salazar González, Fernando; Toledo Municio, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio; Morán Moya, Rafael (2015-09)
Article
Open AccessPredictive models are essential in dam safety assessment. Both deterministic and statistical models applied in the day-to-day practice have demonstrated to be useful, although they show relevant limitations at the same ... -
Analysis of fluid soil-structure interaction problems with the particle finite element method (PFEM)
Oñate Ibáñez de Navarra, Eugenio; Celigueta Jordana, Miguel Ángel; Idelsohn Barg, Sergio Rodolfo; Salazar González, Fernando; Larese De Tetto, Antonia; Rossi, Riccardo; Suárez Arroyo, Benjamín; Morán, R. (2012)
Research report
Open AccessWe present some developments in the Particle Finite Element Method (PFEM) for analysis of coupled problems in mechanics involving fluid-soil-structure interaction (FSSI). The PFEM uses an updated Lagrangian description to ... -
Analysis of the discharge capacity of radial gated-spillways using CFD and ANN: Oliana Dam case study
Salazar González, Fernando; Morán Moya, Rafael; Rossi, Riccardo; Oñate Ibáñez de Navarra, Eugenio (2013-03)
Article
Restricted access - publisher's policyThe paper focuses on the analysis of radial-gated spillways, which is carried out by the solution of a numerical model based on the finite element method (FEM). The Oliana Dam is considered as a case study and the discharge ... -
Análisis experimental y numérico del oleaje producido por la inestabilidad de laderas de embalses
Alves, Ricardo; Morán, Rafael; Toledo Municio, Miguel Ángel; Irazábal González, Joaquín; Salazar González, Fernando; Larese De Tetto, Antonia (2015)
Conference report
Open AccessEl fenómeno del oleaje causado por deslizamientos de laderas de embalse un escenario formado por dos procesos, uno de tipo geomecánico y otro, hidrodinámico. El primero está relacionado con el origen de la inestabilidad ... -
Applications of numerical methods in design and evaluation of overtopping protection systems
Salazar González, Fernando; San Mauro Saiz, Javier; Larese De Tetto, Antonia; Irazábal González, Joaquín; Morán Moya, Rafael; Oñate Ibáñez de Navarra, Eugenio; Toledo Municio, Miguel Ángel (Colorado State University, 2016)
Conference lecture
Restricted access - publisher's policyThe development of overtopping protection systems often requires detailed analyses of complex physical phenomena. This hinders the comprehensive knowledge of their behavior, and therefore the development of suitable design ... -
Combining synthetic and observed data to enhance machine learning model performance for streamflow prediction
López Chacón, Sergio Ricardo; Salazar González, Fernando; Bladé i Castellet, Ernest (Multidisciplinary Digital Publishing Institute (MDPI), 2023-06)
Article
Open AccessMachine learning (ML) models have been shown to be valuable tools employed for streamflow prediction, reporting considerable accuracy and demonstrating their potential to be part of early warning systems to mitigate flood ... -
Computer-aided design and analysis of arch dams
Salazar González, Fernando; San Mauro, Javier; Vicente, David Jesús; Baena, Carmen María; Granell, Carlos; Gracia, Lorenzo; Pouplana Sarda, Ignasi de; Oñate Ibáñez de Navarra, Eugenio (Royal Institute of Technology, 2017)
Conference lecture
Restricted access - publisher's policyDouble curvature arch dams feature geometrical complexity with a significant amount of parameters involved. Different criteria exist to assist in the design task, from simplified geometrical approaches to optimization ... -
Cracking of a concrete arch dam due to seasonal temperature variations
Pouplana Sarda, Ignasi de; Gracia, Lorenzo; Salazar González, Fernando; Oñate Ibáñez de Navarra, Eugenio (Royal Institute of Technology, 2017)
Conference lecture
Restricted access - publisher's policyA finite element thermomechanical analysis of a concrete arch dam has been carried out to predict the extent of cracking due to temperature variations. A linear elastic analysis allows us to find out the areas exceeding ... -
Data-based models for the prediction of dam behaviour: a review and some methodological considerations
Salazar González, Fernando; Morán Moya, Rafael; Toledo Municio, Miguel Ángel; Oñate Ibáñez de Navarra, Eugenio (2017-01)
Article
Open AccessPredictive models are an important element in dam safety analysis. They provide an estimate of the dam response faced with a given load combination, which can be compared with the actual measurements to draw conclusions ... -
Design and validation of rockfall protection systems by numerical modeling with discrete elements
Latorre, Salvador; Celigueta Jordana, Miguel Ángel; Irazábal González, Joaquín; Salazar González, Fernando; Oñate Ibáñez de Navarra, Eugenio (International Centre for Numerical Methods in Engineering (CIMNE), 2017)
Conference report
Open AccessRockfall protection systems are installed in order to preserve civil infrastructures against landslides and falling rocks. For the evaluation of these systems,one of the main problems is the difficulty to develop laboratory ... -
Early detection of anomalies in dam performance: a methodology based on boosted regression trees
Salazar González, Fernando; Toledo Municio, Miguel Ángel; González Lopez, Jose Manuel; Oñate Ibáñez de Navarra, Eugenio (2017-11)
Article
Open AccessThe advances in information and communication technologies led to a general trend towards the availability of more detailed information on dam behaviour. This allows applying advanced data-based algorithms in its analysis, ... -
Effect of the integration scheme on the rotation of non-spherical particles with the discrete element method
Irazábal González, Joaquín; Salazar González, Fernando; Santasusana Isach, Miquel; Oñate Ibáñez de Navarra, Eugenio (Springer, 2019-10)
Article
Open AccessThe discrete element method (DEM) is an emerging tool for the calculation of the behaviour of bulk materials. One of the key features of this method is the explicit integration of the motion equations. Explicit methods are ... -
Fluid-soil-structure interaction analysis with the particle finite element method
Oñate Ibáñez de Navarra, Eugenio; Celigueta Jordana, Miguel Ángel; Idelsohn Barg, Sergio Rodolfo; Salazar González, Fernando; Suárez Arroyo, Benjamín (Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2012)
Part of book or chapter of book
Restricted access - publisher's policyWe present some developments and applications of the Particle Finite Element Method (PFEM) for analysis of complex coupled problems in mechanics involving fluid-soil-structure interaction. -
Hydraulic and stability analysis of the supporting layer of wedge-shaped blocks
San Mauro Saiz, Javier; Larese De Tetto, Antonia; Salazar González, Fernando; Irazábal González, Joaquín; Morán Moya, Rafael; Toledo Municio, Miguel Ángel (Colorado State University, 2016)
Conference lecture
Restricted access - publisher's policyWedge shaped blocks (WSB) are attracting increasing attention as protection against overtopping for earth and rock-fill dams. However, there are limited examples of application and some aspects of the technology merit ... -
Influence of breach parameter models on hazard classification of off-stream reservoirs
Silva Cancino, Nathalia; Salazar González, Fernando; Bladé i Castellet, Ernest; Sanz Ramos, Marcos (2024-05)
Article
Open AccessThe classification of dams or off-stream reservoirs concerning potential hazards in the event of failure often involves the use of two-dimensional hydraulic models for computing floodwave effects. These models necessitate ...