A bivariate return period based on copulas for hydrologic dam design: accounting for reservoir routing in risk estimation

Requena, A. I. and Mediero Orduña, Luis Jesús and Garrote de Marcos, Luis (2013). A bivariate return period based on copulas for hydrologic dam design: accounting for reservoir routing in risk estimation. "Hydrology and Earth System Sciences", v. 17 (n. 8); pp. 3023-3038. ISSN 1027-5606. https://doi.org/10.5194/hess-17-3023-2013.

Description

Title: A bivariate return period based on copulas for hydrologic dam design: accounting for reservoir routing in risk estimation
Author/s:
  • Requena, A. I.
  • Mediero Orduña, Luis Jesús
  • Garrote de Marcos, Luis
Item Type: Article
Título de Revista/Publicación: Hydrology and Earth System Sciences
Date: August 2013
ISSN: 1027-5606
Volume: 17
Subjects:
Faculty: E.T.S.I. Caminos, Canales y Puertos (UPM)
Department: Ingeniería Civil: Hidráulica y Energética [hasta 2014]
Creative Commons Licenses: Recognition - No derivative works - Non commercial

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Abstract

A multivariate analysis on flood variables is needed to design some hydraulic structures like dams, as the complexity of the routing process in a reservoir requires a representation of the full hydrograph. In this work, a bivariate copula model was used to obtain the bivariate joint distribution of flood peak and volume, in order to know the probability of occurrence of a given inflow hydrograph. However, the risk of dam overtopping is given by the maximum water elevation reached during the routing process, which depends on the hydrograph variables, the reservoir volume and the spillway crest length. Consequently, an additional bivariate return period, the so-called routed return period, was defined in terms of risk of dam overtopping based on this maximum water elevation obtained after routing the inflow hydrographs. The theoretical return periods, which give the probability of occurrence of a hydrograph prior to accounting for the reservoir routing, were compared with the routed return period, as in both cases hydrographs with the same probability will draw a curve in the peak-volume space. The procedure was applied to the case study of the Santillana reservoir in Spain. Different reservoir volumes and spillway lengths were considered to investigate the influence of the dam and reservoir characteristics on the results. The methodology improves the estimation of the Design Flood Hydrograph and can be applied to assess the risk of dam overtopping

More information

Item ID: 29130
DC Identifier: http://oa.upm.es/29130/
OAI Identifier: oai:oa.upm.es:29130
DOI: 10.5194/hess-17-3023-2013
Official URL: http://www.hydrol-earth-syst-sci.net/17/3023/2013/hess-17-3023-2013.html
Deposited by: Memoria Investigacion
Deposited on: 25 Jun 2014 12:39
Last Modified: 26 Jun 2018 14:07
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