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Ribagua
Revista Iberoamericana del Agua
Volume 7, 2020 - Issue 1
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Research Article

Aliviaderos con cajeros altamente convergentes. Una alternativa para la reconstrucción del aliviadero de emergencia de la presa de Oroville

Spillways with highly convergent chutes. An alternative for the reconstruction of the emergency spillway of the Oroville dam

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Referencias

  • Technical Manual: Overtopping protection for dams: Federal Emergency Management Agency (US); 2014.
  • Zaitsoff MP. Overtopping modifications to Tygart Dam. Proc National Dam Safety Technical Seminar: Overtopping Protection for Dams; 20–21 February 2013; Emmitsburg, MD, USA.
  • Turner HO. Dam safety assurance model study of Tygart Dam, Tygart River, Grafton, West Virginia (No. WES/TR/CHL-99-7): Army Engineer Waterways Experiment Station (US); 1999.
  • López D, Díaz R, Rebollo JJ, et al. Aplicación del método SPH al estudio hidráulico de estructuras. Análisis hidrodinámico del aliviadero en pozo de la presa de Nagore (Navarra). Ribagua. 2016;3(1): 1–7.
  • Morera L, San Mauro J, Salazar F, et al. Highly-converging chutes as an overtopping protection for concrete dams: physical and numerical modelling. Proc 1st International Seminar on Dam Protection Against Overtopping and Accidental Leakage; 24–26 November 2014; Madrid, Spain.
  • Dadvand P, Rossi R, Oñate E. An object-oriented environment for developing finite element codes for multi-disciplinary applications. Arch Comput Methods Eng. 2010;17:253–297.
  • Codina R. Stabilization of incompressibility and convection through orthogonal sub-scales in finite element method. Comput Methods Appl Mech Eng. 2000;190(13–14):1579–1599.
  • Codina R. A stabilized finite element method for generalized stationary incompressible flows. Comput Methods Appl Mech Eng. 2001;190(20–21):2681–2706.
  • Principe J, Codina R, Henke F. The dissipative structure of variational multiscale methods for incompressible flows. Comput Methods Appl Mech Eng. 2010;199(13–16):791–801.
  • Salazar F, Morán R, Rossi R, Oñate E. Analysis of the discharge capacity of radial-gated spillways using CFD and ANN–Oliana Dam case study. J Hydraul Res. 2013;51:244–252.
  • Larese A, Rossi R, Oñate E. Finite element modeling of free surface flow in variable porosity media. Arch Comput Methods Eng. 2015;22:637–653.
  • San Mauro J, Salazar F, Toledo MA, et al. Modelación física y numérica de aliviaderos en laberinto con fondo poliédrico. Ing Agua. 2016;20:127–138.
  • Osher S, Fedkiw RP. Level set methods: an overview and some recent results. J Comput Phys. 2001;169(2):463–502.
  • Rossi R, Larese A, Dadvand P, et al. An efficient edge-based level set finite element method for free surface flow problems. Int J Numer Meth Fl. 2013;71:687–716.
  • Hydraulic design of stilling basins and energy dissipators. Engineering monograph N° 25. United States Bureau of Reclamation; 1964.
  • Hydraulic model studies of the flood control outlet and spillway for Oroville Dam. Report No. Hyd-510: United States Bureau of Reclamation; 1965.
  • Water.Ca.gov [Internet] State of California: Department of Water Resources. Photo gallery [cited 3 June 2017]. Available from: https://pixel-ca-dwr.photoshelter.com/galleries/C0000OxvlgXg3yfg/G00003YCcmDTx48Y/Oroville-Spillway-Incident.
  • Kiewit Co. Bid for spillways Oroville emergency recovery. Specification No. 17-09 Contract No. C51544: California Natural Resources Agency. Department of Water Resources. State of California; 2017.
  • Oroville spillway recovery: Plans under design. Department of Water Resources, State of California; 2017.
  • Hepler TE. Technical manual: overtopping protection for dams. Proc. 1st International Seminar on Dam Protection Against Overtopping and Accidental Leakage; 24–26 November 2014; Madrid, Spain.
  • Morán R, Toledo MÁ. Design and construction of the Barriga Dam spillway through an improved wedge-shaped block technology. Can J Civ Eng. 2014;41:924–927.
  • Caballero FJ, Toledo MÁ, Morán R, et al. Advances in the understanding of the hydraulic behavior of wedge-shape block spillways. Proc. 2nd International Seminar on Dam Protection Against Overtopping and Accidental Leakage; 7–9 September 2016; Fort Collins, CO, USA.