Applications of numerical methods in design and evaluation of overtopping protection systems
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Document typeConference lecture
PublisherColorado State University
Rights accessRestricted access - publisher's policy
The 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 criteria. In recent years, the authors have developed and validated different methods, combining continuous, particle and discrete numerical techniques, to obtain accurate and reliable solutions of different numerical problems involving fluid-soil-structure interaction. In this contribution, some applications of these methods to the study of dam protection against overtopping are presented. The main advantages of this approach include the ability to extract results of the governing variables (pressure, velocity) at any location of the domain, and the possibility to consider scenarios without the restrictions of the experimental facilities (flow rates, size, scale effects). In particular, the contribution gathers examples of application of numerical methods in a) analysis of rockfill dam stability against overtopping, including seepage evolution and deformation of the downstream shoulder, and b)stability analysis of wedge-shaped-blocks subjected to vandalism.
CitationSalazar, F., San Mauro, J., Larese, A., Irazábal, J., Morán, R., Oñate, E., Toledo, M. A. Applications of numerical methods in design and evaluation of overtopping protection systems. A: International Seminar on Dam Protection against Overtopping. "Protections 2016: 2nd International Seminar on Dam Protection Against Overtopping". Fort Collins, CO: Colorado State University, 2016, p. 1-10.
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