SciELO - Scientific Electronic Library Online

 
vol.2 número2Modelación de la erosión y el transporte de sedimentos en surcos en un campo agrícola bajo riego en VenezuelaFórmula experimental para la velocidad de caída de sedimentos en flujo transversal índice de autoresíndice de materiabúsqueda de artículos
Home Pagelista alfabética de revistas  

Servicios Personalizados

Revista

Articulo

Indicadores

Links relacionados

  • No hay artículos similaresSimilares en SciELO

Compartir


Tecnología y ciencias del agua

versión On-line ISSN 2007-2422

Resumen

RAMIREZ, Aldo I.. Dam safety from a hydrologic perspective: Conferencia Enzo Levi 2010. Tecnol. cienc. agua [online]. 2011, vol.2, n.2, pp.157-173. ISSN 2007-2422.

Although the main objective of a dam is to satisfy a demand, most of them are built as structures with multiple purposes, one of which is flood control. The determination of the flood control capacity and the associated hydraulic works is known as hydrologic design and its suitability is a direct indicative of the hydrologic safety of a dam. If an event larger than the one used for the design occurs, it is said that the dam fails, hydrologically speaking, even though the structure does not suffer further damages. In this paper, it is recognized that the failure of these structures is relatively common and precise comments are given on the selection of the safety level of the design through the return period and on the different approaches in the flood estimation methods. In particular, the suitability and usefulness of the so-called bivariate approach to the solution of the problem is established. By virtue of the new approach, the need arises to review the criteria for the selection of the design return period, considering the fact that the exceedance probabilities can be associated simultaneously with different random variables.

Palabras llave : dam safety; hydrologic design; bivariate approach; joint return period.

        · resumen en Español     · texto en Español

 

Creative Commons License Todo el contenido de esta revista, excepto dónde está identificado, está bajo una Licencia Creative Commons