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Empirical, dimensional and inspectional analysis in the design of bottom intake racks
ArticleAbstract: Flow over bottom racks is highly turbulent, three-dimensional and spatially varied. The design of boPalabras claves:Bottom rack, Dimensional analysis, Empirical analysis, Inspectional analysis, Mean discharge coefficient, Rack lengthAutores:Carrillo J.M., Castillo L.G., Garcia J.T., Patricia L. HaroFuentes:scopusMulti-parametrical tool for the design of bottom racks DIMRACK-application to small hydropower plants in Ecuador
ArticleAbstract: A novel computational tool, DIMRACK, is presented for the design of the required length of bottom raPalabras claves:Bottom intakes, DIMRACK, Multi-parametrical computational tool, Rack length calculationAutores:Carrillo J.M., Castillo L.G., Garcia J.T., Patricia L. HaroFuentes:scopusNon-Stationary Hydrological Regimes Due to Climate Change: The Impact of Future Precipitation in the Spillway Design of a Reservoir, Case Study: Sube Y Baja Dam, in Ecuador
ReviewAbstract: Changes in flood loads and reservoir levels, produced by climate change (CC), represent an increasinPalabras claves:Climate Change, dam risks, probable maximum precipitation, spillwayAutores:Carla Manciati, Jorge Enrique Herbozo, Lenin Vladimir Campozano Parra, Luis Eduardo Muñoz, María José Guerra, Patricia L. Haro, Verónica Graciela Minaya, Verónica M. Carrillo-SerranoFuentes:scopusOcclusion in bottom intakes with circular bars by flow with gravel-sized sediment. An experimental study
ArticleAbstract: Obstruction of the racks in bottom intakes due to sediment wedged in the slit of the bars can signifPalabras claves:Bottom racks occlusion, Circular bars, Effective void ratio, Wetted rack lengthAutores:Carrillo J.M., Castillo L.G., Garcia J.T., Patricia L. HaroFuentes:scopus