Characterization of the Overtopping Flow through the Downstream Shell of Rockfill Dams-Reference-Cited by-同舟云学术

Characterization of the Overtopping Flow through the Downstream Shell of Rockfill Dams

Published:2019-06 Issue:6 Volume:145 Page:04019015
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Monteiro-Alves Ricardo¹^ORCID,Toledo Miguel Á.²,Morán Rafael³^ORCID

Affiliation:

1. Researcher, Dept. of Civil Engineering: Hydraulics, Energy, and Environment, Universidad Politécnica de Madrid, E.T.S. de Ingenieros de Caminos, Canales y Puertos, Calle de Profesor Aranguren, 28040 Madrid, Spain (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering: Hydraulics, Energy and Environment, Universidad Politécnica de Madrid, E.T.S. de Ingenieros de Caminos, Canales y Puertos, Calle de Profesor Aranguren, 28040 Madrid, Spain.

3. Associate Professor, Dept. of Civil Engineering: Hydraulics, Energy and Environment, Universidad Politécnica de Madrid, E.T.S. de Ingenieros de Caminos, Canales y Puertos, Calle de Profesor Aranguren, 28040 Madrid, Spain; Visiting Scientist, International Centre for Numerical Methods in Engineering, Universitat Politècnica de Catalunya, Campus Nord, C/ Gran Capita, 08034 Barcelona, Spain. ORCID: . Email:

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29HY.1943-7900.0001598

Reference47 articles.

1. Alves R. M. M. Á. Toledo and R. Morán. 2017. “Overflow for the complete failure of the downstream shell of a rockfill dam.” In Proc. Protections 2016: 2nd Int. Seminar on Dam Protection Against Overtopping Colorado State Univ. Fort Collins CO: Libraries Colorado State Univ.

2. Earthen Embankment Breaching

3. Bureau of Reclamation. 2012. “Embankment dams. Chap. 2: Embankment design. Phase 4 (Final).” Design Standards No. 13: 2(1)–2(90). Washington DC: US Dept. of the Interior.

4. Evaluation of the overflow failure scenario and hydrograph of an embankment dam with a concrete upstream slope protection

5. Overtopping Breaching of Noncohesive Homogeneous Embankments

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