Analysis of the discharge capacity of radial-gated spillways using CFD and ANN - Oliana Dam case study.


Autoria(s): Salazar, Fernando; Moran Moya, Rafael; Rossi, Riccardo; Oñate Ibáñez, Eugenio
Data(s)

20/03/2013

Resumo

The paper focuses on the analysis of radial-gated spillways, which is carried out by the solution of a numerical model based on the finite element method (FEM). The Oliana Dam is considered as a case study and the discharge capacity is predicted both by the application of a level-set-based free-surface solver and by the use of traditional empirical formulations. The results of the analysis are then used for training an artificial neural network to allow real-time predictions of the discharge in any situation of energy head and gate opening within the operation range of the reservoir. The comparison of the results obtained with the different methods shows that numerical models such as the FEM can be useful as a predictive tool for the analysis of the hydraulic performance of radial-gated spillways.

Formato

application/pdf

Identificador

http://oa.upm.es/29498/

Idioma(s)

eng

Publicador

E.T.S.I. Caminos, Canales y Puertos (UPM)

Relação

http://oa.upm.es/29498/1/INVE_MEM_2013_123360.pdf

http://www.tandfonline.com/doi/abs/10.1080/00221686.2012.755714#.U7UPa0AY6Xw

info:eu-repo/semantics/altIdentifier/doi/10.1080/00221686.2012.755714

Direitos

http://creativecommons.org/licenses/by-nc-nd/3.0/es/

info:eu-repo/semantics/openAccess

Fonte

Journal of Hydraulic Research, ISSN 0022-1686, 2013-03-20, Vol. 51, No. 3

Palavras-Chave #Ingeniería Civil y de la Construcción
Tipo

info:eu-repo/semantics/article

Artículo

PeerReviewed